Cut resistance of textile fabrics A theoretical and an experimental approach

Size: px
Start display at page:

Download "Cut resistance of textile fabrics A theoretical and an experimental approach"

Transcription

1 Indian Journal of Fibre & Textile Research Vol. 32, September 2007, pp Cut resistance of textile fabrics A theoretical and an experimental approach V K Kothari a, A Das & Sreedevi R Department of Textile Technology, Indian Institute of Technology, New Delhi , India Received 11 April 2006; accepted 8 September 2006 A simplified mathematical model to predict the cutting behaviour of textile fabrics has been developed. It has been tried to identify the forces involved in cutting a material with a reciprocating knife and also to derive an expression for the sliding distance, which is a measure of the cut resistance of the material. A series of 100% cotton woven fabrics with varying pick density and weave pattern (plain, matt, twill and honeycomb) and another series of fabrics with high performance fibres have been studied for their cut resistance properties. The plain weave has the maximum cut resistance, while the minimum cut resistance is exhibited by the honey comb weave. The cut resistance increases with the increase in picks/inch of the fabric. The study shows a very high cut resistance of the monofilament fabrics and the least cut resistance for para-aramid fabric along the warp direction, while the least cut resistance along the weft direction is exhibited by the HDPE fabric. Keywords: Cotton, Cut resistance, Cutting force, Fabric weave, High performance fabrics IPC Code: Int. Cl. 8 D03D 1 Introduction Cutting, which involves a normal and a sliding movement, is strongly controlled by friction between the blade and the cut material. That is, the total energy required to propagate a cut strongly depends on the coefficient of friction between the cutting edge and the material. However, this coefficient of friction depends on both the nature of the blade and the nature of the cut material, especially its surface roughness. It has been reported 1 that the type of deformation undergone by the fibre during the cutting process appears to be a very much plastic lateral compressive deformation, with the evidence of actual failure in either transverse tension or shear, and higher work of deformation means higher cut resistance. Hence, the greater is the work required to deform the material in the transverse compression, the higher is the energy dissipated which implies better cut resistance of the material. It has been reported 2 that an increase in the coefficient of friction increases or decreases the cut resistance of the material, depending on the thickness and the microstructure of the material to be cut. 3 Offermann et al. examined the mechanical cutting characteristics of yarns. They reported that the wires used in cut resistant cloths were not adequate, since these have high bending stiffness and poor comfort, a To whom all the correspondence should be addressed. [email protected]/[email protected] and broken wire can frequently cause injury. The course of the cutting force over the cutting path was determined exclusively by the stress/strain behaviour of the yarn. The moment of yarn breakage was determined by the resistance of the yarn to the tensile, compression and bending loads occurring in the cutting zone. The effects of different forms of cutting on most of the fibres are broadly similar in form. 4 A razor cut of cotton is clean, with a few grooves on the surface and perhaps some tearing. Tearing and squashing are much more apparent in a knife cut. The scissor cut of cotton is somewhat sharper, the razor cut of viscose rayon shows much less distortion of the fibre end than the knife cut. Differences between the clean cuts with a razor and the greater distortion of the knife and scissor cuts are shown by acetate fibres, acrylic fibres and wool. Cut resistance can be measured in various directions, i.e. in the weft direction, in the warp direction and also in various other directions as 45 to the warp and the weft. 5 The basic assumption behind this is that the exact motion of the tearing instrument at the time of tear is not known, so to get a more realistic picture the cut resistance is measured in various directions. A test procedure for evaluating the cut resistance of yarns under tension-shear loading conditions was described and demonstrated. 6 A knife blade was pressed transversely at a constant rate against a yarn gripped at its ends, the load-deflection relation was measured,

2 KOTHARI et al.: CUT RESISTANCE OF TEXTILE FABRICS 307 and the energy required to cut through the yarn was computed. The cut energy and strain to initiate cutting depend on the sharpness of the blade, the slicing angle, and the pre-tension in the yarn. The dependencies were explained by changes in failure mode of fibres within the yarn. One difficulty in making and using the cut resistant fibres and yarns is the abrasiveness of the filled fibres, which cause faster wear of the equipment used to process the fibre. 7 A method of producing the ply-twisted yarn useful in cut resistant fabrics has been developed. 8 The yarns were made by providing a first multifilament yarn of continuous organic filaments having a tensile strength of at least 4 g/den and a twist in a first direction of 0.5 to 10 turns/inch; providing a second yarn comprising 1-5 continuous inorganic filament(s); and ply-twisting each other by 2-15 turns/inch in a second direction opposite to that of the twist in the first yarn to form a ply-twisted yarn having an overall effective twist of +/-5 turns/inch. Different types of warp knitted structures were developed to improve cut resistance characteristics of fabrics. 9 Detailed overviews have been reported on various aspects of cut resistant textile products. 10,11 To predict the cut resistance of a material, it is important to understand the cutting phenomenon. Cutting behaviour of a material depends on many factors, such as type of cutting edge, type of material, type and magnitude of force, type of cutting action, etc. A simple mathematical model will help in understanding the cut resistance of textile materials. The present study is aimed at developing a simple mathematical model to predict the cutting forces and the distance slid to make a cut. A study on the effect of fabric constructional parameters and the type of high performance fibre on cut resistance of the fabrics has also been reported. The blade that is supplied with a normal and a tangential force is a large reservoir of energy. Energy is transferred from the blade to the fabric by means of frictional forces. The energy transferred is then converted to the permanent deformation of the fabric after overcoming the compressive and shear stresses of the fabric. The schematic representation of cutting force is shown in Fig. 1, where F N is the normal load; F t, the pretension; V, the velocity of blade; F f, the frictional force; F s, the separation force; t f, the thickness of material; and y, the current separation between the cutting edge and the base of the material. The free body and applied force diagrams during cutting are shown in Figs 2 and 3 respectively. Fig. 1 Schematic representation of cutting force Fig. 2 Free body force diagram 2 Theoretical Model 2.1 Forces Involved in Cutting To relate the cut resistance of a material to the properties of the material, it is essential to visualize the actual cutting process and the forces involved during cutting a material. In order to analyze the type of deformation and hence to derive an equation for the cutting force, the cutting process is related to the general wear of solids. In the present context, the wear is defined as an energy transfer process, as shown below: Fig. 3 Applied forces during cutting

3 308 INDIAN J. FIBRE TEXT. RES., SEPTEMBER Model to Determine the Cutting Force The cutting process, which is referred to as the moving of fibre material away from the fibre/blade contact point, involves the application of mechanical forces in the direction transverse to the fibre axis. An attempt has been made to develop a model to determine the actual force that is involved in cutting. The model is based on the following assumptions: The real area of contact increases proportionately to the load. The material undergoes plastic deformation on the application of load. The energy dissipated is proportional to the volume of wear. The frictional force is directly proportional to the load applied. The free body diagram (Fig. 2) shows the forces involved in cutting in three mutually perpendicular directions (i th, j th and k th ). If F 1 and F 2 are the two forces in i th and j th directions respectively, separated by an angle θ, then F 1 F 2 F 1 F2 = F1 F 2 sinθ (N) i.e., if F1 = F1 (i) and F2 = F2 (j) F 1 F2 = F1 F 2 sin(90) (i j) = F 1 F 2 (k) Now considering F2 = F N and F1 = F f (Figs 1, 2 and 3) F 1 F2 = FN Ff ( k) Which implies that the resultant force is in ( k th ) direction. But there are following two forces in (+k) direction: F S (+k) and Ft (+k) These two forces will balance the other two forces acting along i th and j th directions. F S + F t = F N F f or F S = F N F f F t 2.3 Equation for Sliding Distance Consider a uniform teflon sheet thickness t f which is presented to a cutting edge of thickness t b placed perpendicular to the sheet. Let a normal load F N be applied to the cutting edge and then allowed to slide over the material with a sliding velocity V. Assuming plastic deformation of the material on the application of normal load, as the smooth surface of the cutting edge which is hard approaches the smooth surface of the teflon sheet which is soft in nature, it compresses the material to a certain height. Hence, the normal approach will be given by (t f y), where y is the current separation between the cutting edge and the base of the material. When a hard surface slides over a soft surface, it tends to dig into the softer surface during sliding and produces a groove. The energy of deformation represented by the cut must be supplied by the friction force, which will therefore be larger than that when no such groove is formed. Hence, an additional component to the frictional force is involved. Following relationships have been used: Let the area, over which the shear force is applied to initiate sliding, be A H. Horizontal area of contact (A H ) = length of contact (cut) thickness of the blade edge Let the initial vertical area of contact after the normal load is applied, be A V. Initial vertical area of contact (A V ) = length of contact (t f y) During sliding, the penetrated area swept out is given by A V. A V = length of contact thickness of the material (t f ) Let the additional resistance of sliding, consisting of the need to displace an area A V during sliding, be A V P which is referred to as the ploughing term. Let F f be the frictional force, which is the tangential resistance to sliding. The F f involves two terms, a shear term and a ploughing term, as shown below: F f = A H S + A V P where S is the shear stress required to initiate sliding; and P, the yield stress of the material. But we know, F f = µ F N Therefore, A H S + A V P = µ F N Also, F N = A V P Therefore, µ = S/P + A V / A H The volume of wear (Q) = A H Depth of cut

4 KOTHARI et al.: CUT RESISTANCE OF TEXTILE FABRICS 309 Sample No. Weave Table 1 Specifications of 100% cotton fabrics Yarn linear density, tex Thread count/cm Cover factor Warp Weft Warp Weft Warp Weft Fabric Fabric thickness mm Fabric weight g/m 2 C 1 3/1 Twill C 2 3/1 Twill C 3 3/1 Twill C 4 3/1 Twill C 5 Plain C 6 3/1 twill C 7 2/2 matt C 8 Honey comb The amount of energy dissipated for a sliding distance (D) is E = F f D. Assuming that the energy dissipated is proportional to the volume of wear, i.e. F f D Q and, D µ Q F Q D= C F f f The sliding distance D is a measure of the cut resistance of the material and C is a constant, which is related to the transverse work of rupture of the material. 3 Materials and Methods 3.1 Fabric Samples Fabrics of different constructions and set made from 100% cotton yarn were selected for determining the cut resistance, so as to find the effect of weave pattern and fabric tightness on cut resistance. The types of weaves selected were plain, 3/1 twill, 2/2 matt and 8-end honey comb weaves. Out of this, the 3/1 twill weave was selected and fabrics of different picks/inch were constructed so as to observe the effect of fabric cover factor on cut resistance. To study the effect of fibre material on cut resistance, fabrics woven from kevlar, HDPE, nylon monofilament and nylon multifilament yarns were chosen. 3.2 Test Methods Counting glass was used to count the end and pick densities and an average of ten readings was taken. The linear density of the warp and weft yarns form fabric was determined using the Beesley balance. An average of five readings was taken. To determine the fabric weight per unit area, the fabric sample of 10cm 10cm was weighed on an electronic balance to Table 2 Specifications of selected high performance fabrics Sample Fabric type Weave Thread Fabric Fabric No. count/cm thickness weight Warp Weft mm g/m 2 HP 1 Nylon Plain HP2 multifilament Nylon Plain HP 3 camouflage HDPE 3/3 twill HP 4 Para-aramid Plain HP 5 100% nylon monofilament 3/3 twill calculate the fabric weight in g/m 2. An average of 5 readings was taken for each sample. The thickness of a textile material as defined by the ASTM is the distance between the upper and lower surface of the material, measured under specified pressure of 20 g/cm 2. The thickness of the fabrics was measured by Essdiel thickness tester. The physical parameters of cotton and high performance fabrics are given in Tables 1 and 2 respectively. The measurement of cut resistance of various fabrics was carried out on an indigenously developed instrument. A strip of reference material (teflon) of 0.25 mm thickness and a strip of the fabric of dimensions 6 cm 2 cm are mounted adjacent to each other on the mandrel. The distance traveled by the mandrel to make a cut in the reference material and in the fabric was determined alternatively. Finally, the cut resistance of the fabric is expressed in terms of an index which is the ratio of the distance traveled by the mandrel to make a cut in the fabric to the distance traveled to make a cut in the reference material and is referred to as the cut resistance index (CRI). The speed of mandrel and the normal load during cutting for 100% cotton fabrics were 70 cm/min and 250 g respectively. For

5 310 INDIAN J. FIBRE TEXT. RES., SEPTEMBER 2007 high performance fabrics the normal load was kept at 750g. 4 Results and Discussion 4.1 Cut Resistance of Cotton Fabrics The effects of weave pattern on cut resistance index (CRI) of the 100 % cotton woven fabrics along the warp and weft directions are shown in Fig. 4. In the fabric samples C 5, C 6, C 7 and C 8 the only difference is the weave pattern and the yarn linear density, thread count and cover factors are same. The results reveal that the plain weave has the maximum cut resistance followed by the 2 2 matt weave and the 3/1 twill, while the honey comb weave exhibits the least cut resistance. The similar trend is observed both in warp as well as in weft directions. This can be attributed to the greater number of intersections per unit area of the plain weave which enables the cutting force to be shared by a greater number of threads and hence higher cut resistance. In a simpler way, this is because of the better stress propagation as more number of threads takes up and shares the cutting force. The honey comb weave has very poor cut resistance as compared to the other weaves because of its rough surface (special diamond and raised effect) which ultimately increases the friction between the cutting edge and the fabric, thus providing a better grip resulting in poor cut resistance. In general, the cut resistance index (CRI) of all the weaves in the warp direction is slightly higher than in the weft direction, as can be observed from Fig. 4. This can be attributed to the higher number of warp yarns as compared to the weft yarns per unit length. Figure 5 shows the impact of pick density on cut resistance in warp and weft directions. In the fabric samples C 1, C 2, C 3 and C 4 (Table 1) the weave pattern, yarn linear density and the warps per unit length are same and the only difference is the pick density. The cut resistance of the fabrics increases as the pick density increases. This can be attributed to the increased number of threads which has to take up the same cutting force as that by the other fabrics. 4.2 Cut Resistance of Different High Performance Fabrics The results on the cut resistance index (CRI) of the different high performance fabrics in warp and weft directions are shown in Fig. 6. The figure shows the highest cut resistance for the nylon monofilament fabric (HP 5 ) in both the warp and weft directions, while the lowest cut resistance is exhibited by paraaramid fabric (HP 4 ) in warp direction and the HDPE Fig. 4 Effect of weave pattern on cut resistance of 100% cotton fabrics Fig. 5 Effect of pick density on cut resistance of 100% cotton fabrics Fig. 6 Cut resistances of different high performance fabrics (HP 3 ) fabric along the weft direction. The high cut resistance of the monofilament fabric is mainly due to its very low compressibility, and hence when the normal load is applied there is no plastic deformation of the fabric and thus greater energy is dissipated in sliding to make a cut. This may also be due to less frictional force as lower contact area between the monofilaments and the cutting blades. The poor cut resistance of the HDPE fabric in the weft direction

6 KOTHARI et al.: CUT RESISTANCE OF TEXTILE FABRICS 311 may be attributed to the very low pick density compared to the end density. The cutting resistance in warp and weft directions of para-aramid fabric (HP 4 ) is found to be the same. This is because of the fact that the warp and weft densities of this fabric were the same. 5 Conclusions The present simplified mathematical model is able to predict the cutting force and the distance of slide during cutting process based on some assumptions. It is possible to predict the cutting force and distance slide by knowing some material-related and other parameters like normal load, pretension, velocity of cutting blade, frictional characteristics, thickness of the material, length of contact, etc. The study on the effect of weave pattern on cut resistance reveals that the plain weave has the maximum cut resistance, while the minimum cut resistance is exhibited by the honey comb weave. The study on the effect of fabric tightness on cut resistance shows that the cut resistance increases with the increase in picks/inch of the fabric. The study on the cut resistance of some of the high performance fabrics shows a very high cut resistance of the monofilament fabrics and the least cut resistance for para-aramid fabric along the warp direction, while the least cut resistance along the weft direction is exhibited by the HDPE fabric. References 1 Knoff W F, Text Asia, 33(2) (2002) Vu-Thi B N, Vu-Khanh T & Lara J, J Thermoplastic Compos Mater, 18(1) (2005) Offermann P, Pietsch K, Finkelmeyer S, Ulbricht V & Schirmacher F, Melliand Textilber, 84(5) (2003) Hearle J W S, Lomas B & Cook W D, Fibre Failure and Wear of Mater (Ellis Horwood Ltd., Chichester, UK), Finkelmeyer S, Sonntag P, Hoffman G & Offermann P, Asian Text J, 6(7) (1997) Hyung S S, Erlich D C & Shockey D A, J Mater Sci, 38 (17) (2003) Sandor R B, Carter M C, LaForce G, Gunilla E, Clear W F, Flint J A, Lanieve H L, Thompson S W, Oakley (Jr), Etheridge O, Kafchinski E R & Haider M I, US Pat 6,210,798 (to Honeywell International, Inc. Morristown, NJ), Zhu R, US Pat Application No (to Nanoamp Solutions, Inc.), 8 April Hoffman G & Schwertfeger A, Melliand Textilber, 76(11) (1996) 991, E Dietzel Y, Hoffmann G, Offermann P, Wehlmann J & Stoll M, Melliand-Textilber, 83(11-12) (2002) E Bajaj P & Sriram, Indian J Fibre Text Res, 22(4) (1997) 274.

COMPARISON BETWEEN MECHANICAL PROPERTIES OF FABRICS WOVEN FROM COMPACT AND RING SPUN YARNS

COMPARISON BETWEEN MECHANICAL PROPERTIES OF FABRICS WOVEN FROM COMPACT AND RING SPUN YARNS COMPARISON BETWEEN MECHANICAL PROPERTIES OF FABRICS WOVEN FROM COMPACT AND RING SPUN YARNS Alsaid. A. Almetwally 1 and Mona. M. Salem 2 Textile Division, National Research Centre, Egypt 1 e-mail: [email protected]

More information

Numerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope

Numerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope Numerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope Rakesh Sidharthan 1 Gnanavel B K 2 Assistant professor Mechanical, Department Professor, Mechanical Department, Gojan engineering college,

More information

Structural Integrity Analysis

Structural Integrity Analysis Structural Integrity Analysis 1. STRESS CONCENTRATION Igor Kokcharov 1.1 STRESSES AND CONCENTRATORS 1.1.1 Stress An applied external force F causes inner forces in the carrying structure. Inner forces

More information

Tearing strength of cotton fabrics in relation to certain process and loom parameters

Tearing strength of cotton fabrics in relation to certain process and loom parameters Indian Journal of Fibre & Textile Research Vol. 32, December 2007, pp. 439-445 Tearing strength of cotton fabrics in relation to certain process and loom parameters S Dhamija a & Manisha Chopra The Technological

More information

Chapter 55. Man-made staple fibres

Chapter 55. Man-made staple fibres Note. Chapter 55 Man-made 1.- Headings 55.01 and 55.02 apply only to man-made filament tow, consisting of parallel filaments of a uniform length equal to the length of the tow, meeting the following specifications

More information

Effect of Lycra Extension Percent on Single Jersey Knitted Fabric Properties

Effect of Lycra Extension Percent on Single Jersey Knitted Fabric Properties Effect of Lycra Extension Percent on Single Jersey Knitted Fabric Properties R. Sadek, A. M. El-Hossini, A. S. Eldeeb, A.A. Yassen Mansoura University, Textile Engineering Department, Mansoura, EGYPT Correspondence

More information

MATERIALS AND MECHANICS OF BENDING

MATERIALS AND MECHANICS OF BENDING HAPTER Reinforced oncrete Design Fifth Edition MATERIALS AND MEHANIS OF BENDING A. J. lark School of Engineering Department of ivil and Environmental Engineering Part I oncrete Design and Analysis b FALL

More information

Fric-3. force F k and the equation (4.2) may be used. The sense of F k is opposite

Fric-3. force F k and the equation (4.2) may be used. The sense of F k is opposite 4. FRICTION 4.1 Laws of friction. We know from experience that when two bodies tend to slide on each other a resisting force appears at their surface of contact which opposes their relative motion. The

More information

Solid shape molding is not desired in injection molding due to following reasons.

Solid shape molding is not desired in injection molding due to following reasons. PLASTICS PART DESIGN and MOULDABILITY Injection molding is popular manufacturing method because of its high-speed production capability. Performance of plastics part is limited by its properties which

More information

Module 7 (Lecture 24 to 28) RETAINING WALLS

Module 7 (Lecture 24 to 28) RETAINING WALLS Module 7 (Lecture 24 to 28) RETAINING WALLS Topics 24.1 INTRODUCTION 24.2 GRAVITY AND CANTILEVER WALLS 24.3 PROPORTIONING RETAINING WALLS 24.4 APPLICATION OF LATERAL EARTH PRESSURE THEORIES TO DESIGN 24.5

More information

Copyright 2011 Casa Software Ltd. www.casaxps.com. Centre of Mass

Copyright 2011 Casa Software Ltd. www.casaxps.com. Centre of Mass Centre of Mass A central theme in mathematical modelling is that of reducing complex problems to simpler, and hopefully, equivalent problems for which mathematical analysis is possible. The concept of

More information

Understanding Plastics Engineering Calculations

Understanding Plastics Engineering Calculations Natti S. Rao Nick R. Schott Understanding Plastics Engineering Calculations Hands-on Examples and Case Studies Sample Pages from Chapters 4 and 6 ISBNs 978--56990-509-8-56990-509-6 HANSER Hanser Publishers,

More information

CARBON/DYNEEMA INTRALAMINAR HYBRIDS: NEW STRATEGY TO INCREASE IMPACT RESISTANCE OR DECREASE MASS OF CARBON FIBER COMPOSITES

CARBON/DYNEEMA INTRALAMINAR HYBRIDS: NEW STRATEGY TO INCREASE IMPACT RESISTANCE OR DECREASE MASS OF CARBON FIBER COMPOSITES 26 TH INTERNATIONAL CONGRESS OF THE AERONAUTICAL SCIENCES CARBON/DYNEEMA INTRALAMINAR HYBRIDS: NEW STRATEGY TO INCREASE IMPACT RESISTANCE OR DECREASE MASS OF CARBON FIBER COMPOSITES J. G. H. Bouwmeester*,

More information

Ingeo Fibre Apparel Product Guidelines. Fiber to Fabric. 1. Introduction to Ingeo fibers 2. Fiber to yarn 3. yarn to fabric

Ingeo Fibre Apparel Product Guidelines. Fiber to Fabric. 1. Introduction to Ingeo fibers 2. Fiber to yarn 3. yarn to fabric Ingeo Fibre Apparel Product Guidelines Fiber to Fabric 1. Introduction to Ingeo fibers 2. Fiber to yarn 3. yarn to fabric Apparel Products 1. Introduction to Ingeo fibers Ingeo fibre The only synthetic

More information

T 549. WORKING GROUP CHAIRMAN N/A; reaffirmed SUBJECT RELATED

T 549. WORKING GROUP CHAIRMAN N/A; reaffirmed SUBJECT RELATED NOTICE: This is a DRAFT of a TAPPI Standard in ballot. Although available for public viewing, it is still under TAPPI s copyright and may not be reproduced or distributed without permission of TAPPI. This

More information

Objectives. Experimentally determine the yield strength, tensile strength, and modules of elasticity and ductility of given materials.

Objectives. Experimentally determine the yield strength, tensile strength, and modules of elasticity and ductility of given materials. Lab 3 Tension Test Objectives Concepts Background Experimental Procedure Report Requirements Discussion Objectives Experimentally determine the yield strength, tensile strength, and modules of elasticity

More information

REINFORCED CONCRETE. Reinforced Concrete Design. A Fundamental Approach - Fifth Edition. Walls are generally used to provide lateral support for:

REINFORCED CONCRETE. Reinforced Concrete Design. A Fundamental Approach - Fifth Edition. Walls are generally used to provide lateral support for: HANDOUT REINFORCED CONCRETE Reinforced Concrete Design A Fundamental Approach - Fifth Edition RETAINING WALLS Fifth Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering

More information

Stress Strain Relationships

Stress Strain Relationships Stress Strain Relationships Tensile Testing One basic ingredient in the study of the mechanics of deformable bodies is the resistive properties of materials. These properties relate the stresses to the

More information

WEAVING TECHNOLOGY II

WEAVING TECHNOLOGY II WEAVING TECHNOLOGY II Secondary Motions of Weaving Prof.Dr. Emel Önder Ass.Prof.Dr.Ömer Berk Berkalp Other Loom Mechanisms A series of other mechanisms is used in the interest of productivity and quality.

More information

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS EDEXCEL NATIONAL CERTIICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQ LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS 1. Be able to determine the effects of loading in static engineering

More information

Removing chips is a method for producing plastic threads of small diameters and high batches, which cause frequent failures of thread punches.

Removing chips is a method for producing plastic threads of small diameters and high batches, which cause frequent failures of thread punches. Plastic Threads Technical University of Gabrovo Yordanka Atanasova Threads in plastic products can be produced in three ways: a) by direct moulding with thread punch or die; b) by placing a threaded metal

More information

8.2 Elastic Strain Energy

8.2 Elastic Strain Energy Section 8. 8. Elastic Strain Energy The strain energy stored in an elastic material upon deformation is calculated below for a number of different geometries and loading conditions. These expressions for

More information

Yarns. Definition of Yarn. Classification: * Types of Yarn. Yarns may be: In addition, Filament yarns may be: From fibers to yarns

Yarns. Definition of Yarn. Classification: * Types of Yarn. Yarns may be: In addition, Filament yarns may be: From fibers to yarns Yarns From fibers to yarns Definition of Yarn A yarn is a constructed assemblage of textile fibers which acts as a unit in fabric formation. Classification: Yarns may be: Staple or Filament Single or Plied

More information

Proof of the conservation of momentum and kinetic energy

Proof of the conservation of momentum and kinetic energy Experiment 04 Proof of the conservation of momentum and kinetic energy By Christian Redeker 27.10.2007 Contents 1.) Hypothesis...3 2.) Diagram...7 3.) Method...7 3.1) Apparatus...7 3.2) Procedure...7 4.)

More information

Manufacturing Tooling Cutting Tool Design. Elements of Machining. Chip Formation. Nageswara Rao Posinasetti

Manufacturing Tooling Cutting Tool Design. Elements of Machining. Chip Formation. Nageswara Rao Posinasetti Manufacturing Tooling Cutting Tool Design Nageswara Rao Posinasetti Elements of Machining Cutting tool Tool holding Guiding device Work piece Machine tool January 29, 2008 Nageswara Rao Posinasetti 2 Chip

More information

Material Deformations. Academic Resource Center

Material Deformations. Academic Resource Center Material Deformations Academic Resource Center Agenda Origin of deformations Deformations & dislocations Dislocation motion Slip systems Stresses involved with deformation Deformation by twinning Origin

More information

1. Fluids Mechanics and Fluid Properties. 1.1 Objectives of this section. 1.2 Fluids

1. Fluids Mechanics and Fluid Properties. 1.1 Objectives of this section. 1.2 Fluids 1. Fluids Mechanics and Fluid Properties What is fluid mechanics? As its name suggests it is the branch of applied mechanics concerned with the statics and dynamics of fluids - both liquids and gases.

More information

Torsion Tests. Subjects of interest

Torsion Tests. Subjects of interest Chapter 10 Torsion Tests Subjects of interest Introduction/Objectives Mechanical properties in torsion Torsional stresses for large plastic strains Type of torsion failures Torsion test vs.tension test

More information

Description of mechanical properties

Description of mechanical properties ArcelorMittal Europe Flat Products Description of mechanical properties Introduction Mechanical properties are governed by the basic concepts of elasticity, plasticity and toughness. Elasticity is the

More information

Bending Stress in Beams

Bending Stress in Beams 936-73-600 Bending Stress in Beams Derive a relationship for bending stress in a beam: Basic Assumptions:. Deflections are very small with respect to the depth of the beam. Plane sections before bending

More information

Phenomenological aspects of a modified fragmentation of the ground material

Phenomenological aspects of a modified fragmentation of the ground material Phenomenological aspects of a modified fragmentation of the ground material Lucjan Dabrowski, Mieczyslaw Marciniak Warsaw University of Technology, Warsaw, Poland Summary: The main point of this paper

More information

Miss S. S. Nibhorkar 1 1 M. E (Structure) Scholar,

Miss S. S. Nibhorkar 1 1 M. E (Structure) Scholar, Volume, Special Issue, ICSTSD Behaviour of Steel Bracing as a Global Retrofitting Technique Miss S. S. Nibhorkar M. E (Structure) Scholar, Civil Engineering Department, G. H. Raisoni College of Engineering

More information

HIGH VOLTAGE ELECTROSTATIC PENDULUM

HIGH VOLTAGE ELECTROSTATIC PENDULUM HIGH VOLTAGE ELECTROSTATIC PENDULUM Raju Baddi National Center for Radio Astrophysics, TIFR, Ganeshkhind P.O Bag 3, Pune University Campus, PUNE 411007, Maharashtra, INDIA; [email protected] ABSTRACT

More information

Technical Notes 3B - Brick Masonry Section Properties May 1993

Technical Notes 3B - Brick Masonry Section Properties May 1993 Technical Notes 3B - Brick Masonry Section Properties May 1993 Abstract: This Technical Notes is a design aid for the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402-92) and Specifications

More information

IHSS-N1 WELDED HONEYCOMB CORE SPECIFICATION. Generated: Sergiy Papyshev Engineering. Approved: Don Prysi Manufacturing. Approved: Merzuk Ramic Quality

IHSS-N1 WELDED HONEYCOMB CORE SPECIFICATION. Generated: Sergiy Papyshev Engineering. Approved: Don Prysi Manufacturing. Approved: Merzuk Ramic Quality IHSS-N1 WELDED HONEYCOMB CORE SPECIFICATION Generated: Sergiy Papyshev Engineering Approved: Don Prysi Manufacturing Approved: Merzuk Ramic Quality Approved: Steven Barnett Administrative DATE DATE DATE

More information

There are four types of friction, they are 1).Static friction 2) Dynamic friction 3) Sliding friction 4) Rolling friction

There are four types of friction, they are 1).Static friction 2) Dynamic friction 3) Sliding friction 4) Rolling friction 2.3 RICTION The property by virtue of which a resisting force is created between two rough bodies that resists the sliding of one body over the other is known as friction. The force that always opposes

More information

Long term performance of polymers

Long term performance of polymers 1.0 Introduction Long term performance of polymers Polymer materials exhibit time dependent behavior. The stress and strain induced when a load is applied are a function of time. In the most general form

More information

CHAPTER 6 WEAR TESTING MEASUREMENT

CHAPTER 6 WEAR TESTING MEASUREMENT 84 CHAPTER 6 WEAR TESTING MEASUREMENT Wear is a process of removal of material from one or both of two solid surfaces in solid state contact. As the wear is a surface removal phenomenon and occurs mostly

More information

Fluid Mechanics: Static s Kinematics Dynamics Fluid

Fluid Mechanics: Static s Kinematics Dynamics Fluid Fluid Mechanics: Fluid mechanics may be defined as that branch of engineering science that deals with the behavior of fluid under the condition of rest and motion Fluid mechanics may be divided into three

More information

Optimum proportions for the design of suspension bridge

Optimum proportions for the design of suspension bridge Journal of Civil Engineering (IEB), 34 (1) (26) 1-14 Optimum proportions for the design of suspension bridge Tanvir Manzur and Alamgir Habib Department of Civil Engineering Bangladesh University of Engineering

More information

Naue GmbH&Co.KG. Quality Control and. Quality Assurance. Manual. For Geomembranes

Naue GmbH&Co.KG. Quality Control and. Quality Assurance. Manual. For Geomembranes Naue GmbH&Co.KG Quality Control and Quality Assurance Manual For Geomembranes July 2004 V.O TABLE OF CONTENTS 1. Introduction 2. Quality Assurance and Control 2.1 General 2.2 Quality management acc. to

More information

Chapter Outline. Mechanical Properties of Metals How do metals respond to external loads?

Chapter Outline. Mechanical Properties of Metals How do metals respond to external loads? Mechanical Properties of Metals How do metals respond to external loads? Stress and Strain Tension Compression Shear Torsion Elastic deformation Plastic Deformation Yield Strength Tensile Strength Ductility

More information

Structural Axial, Shear and Bending Moments

Structural Axial, Shear and Bending Moments Structural Axial, Shear and Bending Moments Positive Internal Forces Acting Recall from mechanics of materials that the internal forces P (generic axial), V (shear) and M (moment) represent resultants

More information

PART TWO GEOSYNTHETIC SOIL REINFORCEMENT. Martin Street Improvements, Fredonia, Wisconsin; Keystone Compac Hewnstone

PART TWO GEOSYNTHETIC SOIL REINFORCEMENT. Martin Street Improvements, Fredonia, Wisconsin; Keystone Compac Hewnstone GEOSYNTHETIC SOIL REINFORCEMENT Martin Street Improvements, Fredonia, Wisconsin; Keystone Compac Hewnstone DESIGN MANUAL & KEYWALL OPERATING GUIDE GEOSYNTHETIC SOIL REINFORCEMENT Keystone retaining walls

More information

Objective To conduct Charpy V-notch impact test and determine the ductile-brittle transition temperature of steels.

Objective To conduct Charpy V-notch impact test and determine the ductile-brittle transition temperature of steels. IMPACT TESTING Objective To conduct Charpy V-notch impact test and determine the ductile-brittle transition temperature of steels. Equipment Coolants Standard Charpy V-Notched Test specimens Impact tester

More information

PHYSICAL DAMAGE TO TEXTILES

PHYSICAL DAMAGE TO TEXTILES PHYSICAL DAMAGE TO TEXTILES Nigel Johnson Department of Textile Technology School of Fibre Science and Technology University of New South Wales ANY MATERIAL COMPOSED OF FIBRES IS A TEXTILE, AND THIS DEFINITION

More information

Properties of Materials

Properties of Materials CHAPTER 1 Properties of Materials INTRODUCTION Materials are the driving force behind the technological revolutions and are the key ingredients for manufacturing. Materials are everywhere around us, and

More information

Belt Drives and Chain Drives. Power Train. Power Train

Belt Drives and Chain Drives. Power Train. Power Train Belt Drives and Chain Drives Material comes for Mott, 2002 and Kurtz, 1999 Power Train A power train transmits power from an engine or motor to the load. Some of the most common power trains include: Flexible

More information

Acceleration due to Gravity

Acceleration due to Gravity Acceleration due to Gravity 1 Object To determine the acceleration due to gravity by different methods. 2 Apparatus Balance, ball bearing, clamps, electric timers, meter stick, paper strips, precision

More information

The Fundamental Principles of Composite Material Stiffness Predictions. David Richardson

The Fundamental Principles of Composite Material Stiffness Predictions. David Richardson The Fundamental Principles of Composite Material Stiffness Predictions David Richardson Contents Description of example material for analysis Prediction of Stiffness using Rule of Mixtures (ROM) ROM with

More information

Construction of a Fencing Mask

Construction of a Fencing Mask Academy of Historical Arts & HEMAC Construction of a Fencing Mask Author: Keith Farrell Version: 01 Date: 5th May 2012 Version and Copyright Information Version: 01 Date: 5th May 2012 Research: Copyright

More information

Bending, Forming and Flexing Printed Circuits

Bending, Forming and Flexing Printed Circuits Bending, Forming and Flexing Printed Circuits John Coonrod Rogers Corporation Introduction: In the printed circuit board industry there are generally two main types of circuit boards; there are rigid printed

More information

Solving Simultaneous Equations and Matrices

Solving Simultaneous Equations and Matrices Solving Simultaneous Equations and Matrices The following represents a systematic investigation for the steps used to solve two simultaneous linear equations in two unknowns. The motivation for considering

More information

The Effect of Fiber Twist on the Mechanical Properties of Natural Fiber Reinforced Composites

The Effect of Fiber Twist on the Mechanical Properties of Natural Fiber Reinforced Composites The Effect of Fiber Twist on the Mechanical Properties of Natural Fiber Reinforced Composites H. Ma, Y. Li * and Y. Luo 1 School of Aerospace Engineering and Applied Mechanics Tongji University, Shanghai

More information

Practice Problems on Boundary Layers. Answer(s): D = 107 N D = 152 N. C. Wassgren, Purdue University Page 1 of 17 Last Updated: 2010 Nov 22

Practice Problems on Boundary Layers. Answer(s): D = 107 N D = 152 N. C. Wassgren, Purdue University Page 1 of 17 Last Updated: 2010 Nov 22 BL_01 A thin flat plate 55 by 110 cm is immersed in a 6 m/s stream of SAE 10 oil at 20 C. Compute the total skin friction drag if the stream is parallel to (a) the long side and (b) the short side. D =

More information

4 SENSORS. Example. A force of 1 N is exerted on a PZT5A disc of diameter 10 mm and thickness 1 mm. The resulting mechanical stress is:

4 SENSORS. Example. A force of 1 N is exerted on a PZT5A disc of diameter 10 mm and thickness 1 mm. The resulting mechanical stress is: 4 SENSORS The modern technical world demands the availability of sensors to measure and convert a variety of physical quantities into electrical signals. These signals can then be fed into data processing

More information

MANUAL HANDLING IN OFFICES

MANUAL HANDLING IN OFFICES Manual Handling General risk assessments of work/teaching activities are required to be completed under the Management of Health and Safety at Work Regulations. Where appropriate, manual handling should

More information

Sharp-Crested Weirs for Open Channel Flow Measurement, Course #506. Presented by:

Sharp-Crested Weirs for Open Channel Flow Measurement, Course #506. Presented by: Sharp-Crested Weirs for Open Channel Flow Measurement, Course #506 Presented by: PDH Enterprises, LLC PO Box 942 Morrisville, NC 27560 www.pdhsite.com A weir is basically an obstruction in an open channel

More information

Introduction to Mechanical Behavior of Biological Materials

Introduction to Mechanical Behavior of Biological Materials Introduction to Mechanical Behavior of Biological Materials Ozkaya and Nordin Chapter 7, pages 127-151 Chapter 8, pages 173-194 Outline Modes of loading Internal forces and moments Stiffness of a structure

More information

DEVELOPMENT OF A NEW TEST FOR DETERMINATION OF TENSILE STRENGTH OF CONCRETE BLOCKS

DEVELOPMENT OF A NEW TEST FOR DETERMINATION OF TENSILE STRENGTH OF CONCRETE BLOCKS 1 th Canadian Masonry Symposium Vancouver, British Columbia, June -5, 013 DEVELOPMENT OF A NEW TEST FOR DETERMINATION OF TENSILE STRENGTH OF CONCRETE BLOCKS Vladimir G. Haach 1, Graça Vasconcelos and Paulo

More information

The following sketches show the plans of the two cases of one-way slabs. The spanning direction in each case is shown by the double headed arrow.

The following sketches show the plans of the two cases of one-way slabs. The spanning direction in each case is shown by the double headed arrow. 9.2 One-way Slabs This section covers the following topics. Introduction Analysis and Design 9.2.1 Introduction Slabs are an important structural component where prestressing is applied. With increase

More information

Optimising plate girder design

Optimising plate girder design Optimising plate girder design NSCC29 R. Abspoel 1 1 Division of structural engineering, Delft University of Technology, Delft, The Netherlands ABSTRACT: In the design of steel plate girders a high degree

More information

Prelab Exercises: Hooke's Law and the Behavior of Springs

Prelab Exercises: Hooke's Law and the Behavior of Springs 59 Prelab Exercises: Hooke's Law and the Behavior of Springs Study the description of the experiment that follows and answer the following questions.. (3 marks) Explain why a mass suspended vertically

More information

www.mathsbox.org.uk Displacement (x) Velocity (v) Acceleration (a) x = f(t) differentiate v = dx Acceleration Velocity (v) Displacement x

www.mathsbox.org.uk Displacement (x) Velocity (v) Acceleration (a) x = f(t) differentiate v = dx Acceleration Velocity (v) Displacement x Mechanics 2 : Revision Notes 1. Kinematics and variable acceleration Displacement (x) Velocity (v) Acceleration (a) x = f(t) differentiate v = dx differentiate a = dv = d2 x dt dt dt 2 Acceleration Velocity

More information

Reinforced Concrete Design

Reinforced Concrete Design FALL 2013 C C Reinforced Concrete Design CIVL 4135 ii 1 Chapter 1. Introduction 1.1. Reading Assignment Chapter 1 Sections 1.1 through 1.8 of text. 1.2. Introduction In the design and analysis of reinforced

More information

When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid.

When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid. Fluid Statics When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid. Consider a small wedge of fluid at rest of size Δx, Δz, Δs

More information

Hardened Concrete. Lecture No. 14

Hardened Concrete. Lecture No. 14 Hardened Concrete Lecture No. 14 Strength of Concrete Strength of concrete is commonly considered its most valuable property, although in many practical cases, other characteristics, such as durability

More information

Physics 9e/Cutnell. correlated to the. College Board AP Physics 1 Course Objectives

Physics 9e/Cutnell. correlated to the. College Board AP Physics 1 Course Objectives Physics 9e/Cutnell correlated to the College Board AP Physics 1 Course Objectives Big Idea 1: Objects and systems have properties such as mass and charge. Systems may have internal structure. Enduring

More information

Numerical modelling of shear connection between concrete slab and sheeting deck

Numerical modelling of shear connection between concrete slab and sheeting deck 7th fib International PhD Symposium in Civil Engineering 2008 September 10-13, Universität Stuttgart, Germany Numerical modelling of shear connection between concrete slab and sheeting deck Noémi Seres

More information

Impact testing ACTIVITY BRIEF

Impact testing ACTIVITY BRIEF ACTIVITY BRIEF Impact testing The science at work Impact testing is of enormous importance. A collision between two objects can often result in damage to one or both of them. The damage might be a scratch,

More information

SEISMIC DESIGN. Various building codes consider the following categories for the analysis and design for earthquake loading:

SEISMIC DESIGN. Various building codes consider the following categories for the analysis and design for earthquake loading: SEISMIC DESIGN Various building codes consider the following categories for the analysis and design for earthquake loading: 1. Seismic Performance Category (SPC), varies from A to E, depending on how the

More information

Measurement of Soil Parameters by Using Penetrometer Needle Apparatus

Measurement of Soil Parameters by Using Penetrometer Needle Apparatus Vol.3, Issue.1, Jan-Feb. 2013 pp-284-290 ISSN: 2249-6645 Measurement of Soil Parameters by Using Penetrometer Needle Apparatus Mahmoud M. Abu zeid, 1 Amr M. Radwan, 2 Emad A. Osman, 3 Ahmed M.Abu-bakr,

More information

SPECIFICATIONS, LOADS, AND METHODS OF DESIGN

SPECIFICATIONS, LOADS, AND METHODS OF DESIGN CHAPTER Structural Steel Design LRFD Method Third Edition SPECIFICATIONS, LOADS, AND METHODS OF DESIGN A. J. Clark School of Engineering Department of Civil and Environmental Engineering Part II Structural

More information

4.3 Results... 27 4.3.1 Drained Conditions... 27 4.3.2 Undrained Conditions... 28 4.4 References... 30 4.5 Data Files... 30 5 Undrained Analysis of

4.3 Results... 27 4.3.1 Drained Conditions... 27 4.3.2 Undrained Conditions... 28 4.4 References... 30 4.5 Data Files... 30 5 Undrained Analysis of Table of Contents 1 One Dimensional Compression of a Finite Layer... 3 1.1 Problem Description... 3 1.1.1 Uniform Mesh... 3 1.1.2 Graded Mesh... 5 1.2 Analytical Solution... 6 1.3 Results... 6 1.3.1 Uniform

More information

Dispersion of Synthetic Fibers in Wet-Lay Nonwovens

Dispersion of Synthetic Fibers in Wet-Lay Nonwovens Dispersion of Synthetic Fibers in Wet-Lay Nonwovens This article was written by James M. Keith, retired Director of Technical Services for MiniFIBERS, and published in the Tappi Journal, Vol. 77, No. 6,

More information

For Water to Move a driving force is needed

For Water to Move a driving force is needed RECALL FIRST CLASS: Q K Head Difference Area Distance between Heads Q 0.01 cm 0.19 m 6cm 0.75cm 1 liter 86400sec 1.17 liter ~ 1 liter sec 0.63 m 1000cm 3 day day day constant head 0.4 m 0.1 m FINE SAND

More information

Lecture slides on rolling By: Dr H N Dhakal Lecturer in Mechanical and Marine Engineering, School of Engineering, University of Plymouth

Lecture slides on rolling By: Dr H N Dhakal Lecturer in Mechanical and Marine Engineering, School of Engineering, University of Plymouth Lecture slides on rolling By: Dr H N Dhakal Lecturer in Mechanical and Marine Engineering, School of Engineering, University of Plymouth Bulk deformation forming (rolling) Rolling is the process of reducing

More information

Design of a Universal Robot End-effector for Straight-line Pick-up Motion

Design of a Universal Robot End-effector for Straight-line Pick-up Motion Session Design of a Universal Robot End-effector for Straight-line Pick-up Motion Gene Y. Liao Gregory J. Koshurba Wayne State University Abstract This paper describes a capstone design project in developing

More information

Lunette 2 Series. Curved Fixed Frame Projection Screen. User s Guide

Lunette 2 Series. Curved Fixed Frame Projection Screen. User s Guide Lunette 2 Series Curved Fixed Frame Projection Screen User s Guide Important Safety and Warning Precautions Please follow these instructions carefully to ensure proper maintenance and safety with your

More information

MECHANICS OF SOLIDS - BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS

MECHANICS OF SOLIDS - BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS MECHANICS OF SOLIDS - BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS This is the second tutorial on bending of beams. You should judge your progress by completing the self assessment exercises.

More information

FRICTION, WORK, AND THE INCLINED PLANE

FRICTION, WORK, AND THE INCLINED PLANE FRICTION, WORK, AND THE INCLINED PLANE Objective: To measure the coefficient of static and inetic friction between a bloc and an inclined plane and to examine the relationship between the plane s angle

More information

The Bending Strength of Pasta

The Bending Strength of Pasta The Bending Strength of Pasta 1.105 Lab #1 Louis L. Bucciarelli 9 September, 2003 Lab Partners: [Name1] [Name2] Data File: Tgroup3.txt On the cover page, include your name, the names of your lab partners,

More information

2.0 External and Internal Forces act on structures

2.0 External and Internal Forces act on structures 2.0 External and Internal Forces act on structures 2.1 Measuring Forces A force is a push or pull that tends to cause an object to change its movement or shape. Magnitude, Direction, and Location The actual

More information

Figure 2.31. CPT Equipment

Figure 2.31. CPT Equipment Soil tests (1) In-situ test In order to sound the strength of the soils in Las Colinas Mountain, portable cone penetration tests (Japan Geotechnical Society, 1995) were performed at three points C1-C3

More information

MECHANICS OF SOLIDS - BEAMS TUTORIAL 1 STRESSES IN BEAMS DUE TO BENDING. On completion of this tutorial you should be able to do the following.

MECHANICS OF SOLIDS - BEAMS TUTORIAL 1 STRESSES IN BEAMS DUE TO BENDING. On completion of this tutorial you should be able to do the following. MECHANICS OF SOLIDS - BEAMS TUTOIAL 1 STESSES IN BEAMS DUE TO BENDING This is the first tutorial on bending of beams designed for anyone wishing to study it at a fairly advanced level. You should judge

More information

International Journal of Engineering Research-Online A Peer Reviewed International Journal Articles available online http://www.ijoer.

International Journal of Engineering Research-Online A Peer Reviewed International Journal Articles available online http://www.ijoer. RESEARCH ARTICLE ISSN: 2321-7758 DESIGN AND DEVELOPMENT OF A DYNAMOMETER FOR MEASURING THRUST AND TORQUE IN DRILLING APPLICATION SREEJITH C 1,MANU RAJ K R 2 1 PG Scholar, M.Tech Machine Design, Nehru College

More information

Fundamentals of Extrusion

Fundamentals of Extrusion CHAPTER1 Fundamentals of Extrusion The first chapter of this book discusses the fundamentals of extrusion technology, including extrusion principles, processes, mechanics, and variables and their effects

More information

LABORATORY EXPERIMENTS TESTING OF MATERIALS

LABORATORY EXPERIMENTS TESTING OF MATERIALS LABORATORY EXPERIMENTS TESTING OF MATERIALS 1. TENSION TEST: INTRODUCTION & THEORY The tension test is the most commonly used method to evaluate the mechanical properties of metals. Its main objective

More information

MASTER DEGREE PROJECT

MASTER DEGREE PROJECT MASTER DEGREE PROJECT Finite Element Analysis of a Washing Machine Cylinder Thesis in Applied Mechanics one year Master Degree Program Performed : Spring term, 2010 Level Author Supervisor s Examiner :

More information

Besides the aesthetic properties, mechanical and

Besides the aesthetic properties, mechanical and Influence of Warp Yarn Tension on Cotton Greige and Dyed Woven Fabric Prosperities UZMA SYED*, AND RAFIQUE AHMED JHATIAL** RECEIVED ON 12.10.2012 ACCEPTED ON 31.12.2012 ABSTRACT Fabric properties such

More information

FATIGUE CONSIDERATION IN DESIGN

FATIGUE CONSIDERATION IN DESIGN FATIGUE CONSIDERATION IN DESIGN OBJECTIVES AND SCOPE In this module we will be discussing on design aspects related to fatigue failure, an important mode of failure in engineering components. Fatigue failure

More information

NOTCHES AND THEIR EFFECTS. Ali Fatemi - University of Toledo All Rights Reserved Chapter 7 Notches and Their Effects 1

NOTCHES AND THEIR EFFECTS. Ali Fatemi - University of Toledo All Rights Reserved Chapter 7 Notches and Their Effects 1 NOTCHES AND THEIR EFFECTS Ali Fatemi - University of Toledo All Rights Reserved Chapter 7 Notches and Their Effects 1 CHAPTER OUTLINE Background Stress/Strain Concentrations S-N Approach for Notched Members

More information

If you put the same book on a tilted surface the normal force will be less. The magnitude of the normal force will equal: N = W cos θ

If you put the same book on a tilted surface the normal force will be less. The magnitude of the normal force will equal: N = W cos θ Experiment 4 ormal and Frictional Forces Preparation Prepare for this week's quiz by reviewing last week's experiment Read this week's experiment and the section in your textbook dealing with normal forces

More information

Numerical Simulation of CPT Tip Resistance in Layered Soil

Numerical Simulation of CPT Tip Resistance in Layered Soil Numerical Simulation of CPT Tip Resistance in Layered Soil M.M. Ahmadi, Assistant Professor, [email protected] Dept. of Civil Engineering, Sharif University of Technology, Tehran, Iran Abstract The paper

More information

Modern Construction Materials Prof. Ravindra Gettu Department of Civil Engineering Indian Institute of Technology, Madras

Modern Construction Materials Prof. Ravindra Gettu Department of Civil Engineering Indian Institute of Technology, Madras Modern Construction Materials Prof. Ravindra Gettu Department of Civil Engineering Indian Institute of Technology, Madras Module - 2 Lecture - 2 Part 2 of 2 Review of Atomic Bonding II We will continue

More information

Module 5 (Lectures 17 to 19) MAT FOUNDATIONS

Module 5 (Lectures 17 to 19) MAT FOUNDATIONS Module 5 (Lectures 17 to 19) MAT FOUNDATIONS Topics 17.1 INTRODUCTION Rectangular Combined Footing: Trapezoidal Combined Footings: Cantilever Footing: Mat foundation: 17.2 COMMON TYPES OF MAT FOUNDATIONS

More information

Approximate Analysis of Statically Indeterminate Structures

Approximate Analysis of Statically Indeterminate Structures Approximate Analysis of Statically Indeterminate Structures Every successful structure must be capable of reaching stable equilibrium under its applied loads, regardless of structural behavior. Exact analysis

More information

DESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab,

DESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab, DESIGN OF SLABS Dr. G. P. Chandradhara Professor of Civil Engineering S. J. College of Engineering Mysore 1. GENERAL A slab is a flat two dimensional planar structural element having thickness small compared

More information