Quantification of Differential Thermal Movement in Insulating Glass Edge Seals Using Finite Element Analysis

Size: px
Start display at page:

Download "Quantification of Differential Thermal Movement in Insulating Glass Edge Seals Using Finite Element Analysis"

Transcription

1 James E. Stewart, 1 William R. O Brien, 2 and Andreas T. Wolf 3 Journal of ASTM International, Vol. 3, No. 8 Paper ID JAI13121 Available online at Quantification of Differential Thermal Movement in Insulating Glass Edge Seals Using Finite Element Analysis ABSTRACT: Differential thermal movement between the spacer frame and the glass panes is a key contributor to the aging of insulating glass edge seal and of the insulating glass unit IGU itself. Using finite element analysis FEA the authors modeled the thermal movements occurring in the edge seal of a large IGU m 2 as a result of temperature variations 30 C to 60 C for three commercially available spacer bars of different material and design. The model was based on nylon corner keys for the aluminum and galvanized steel spacers and bent corners for the stainless steel spacers. The nylon corner keys were assumed to be solid and firmly bonded to the spacers; whereas the bent corners were modeled as solid, bent metal corner keys, also firmly bonded to the spacers. Since actual bent corners are hollow, the model tends to overestimate the stresses for this corner design. As expected, at the low temperature, the corners are pulled inward, resulting in a bending angle 90 ; while at the high temperature, the corners are pushed outwards, resulting in a bending angle 90. Monitoring the changes occurring in the thickness of the polyisobutylene primary seal along the circumference of the IGU, the authors found that the stainless steel spacer had, by far, the least effect on the change in the cross-sectional area, while the aluminum spacer had the most substantial effect. This finding is in keeping with the expected performance based on the difference in thermal expansion coefficients between spacer material and float glass. Thus, changes in the effective cross-sectional area of the primary seal available for diffusion that arise from differential thermal movements, are likely to account for the observed performance differences of IGUs having different spacer materials. KEYWORDS: Insulating glass unit, differential thermal movement, spacer, finite element analysis Introduction Insulating glass units IGUs are exposed to a variety of environmental factors, such as temperature and atmospheric pressure fluctuations, wind loads, working loads, sunlight, water, and water vapor that negatively affects their service life 1. During service, the edge seal of the glazed IGU is exposed to a microclimate within the window frame or curtain-wall construction that strongly deviates from the ambient climate. Two major studies have been conducted in an effort to monitor this microclimate in terms of edge-seal temperature, moisture, and presence of liquid water over a period of several years 2,3. Whereas in Central Europe edge-seal temperatures of clear glass IGUs seldom exceed C, for tinted or coated glass units or in warm climates service temperatures may well reach 80 C and above for prolonged periods of time 4. In order to withstand these environmental loads, an IGU edge seal must have the following properties: Durability, i.e., resistance against environmental factors both in terms of physical properties and adhesion. Structural strength that constrains movement in the edge-seal to minimize changes in the effective cross-sectional area of the primary seal available for diffusion. Low moisture- and gas-permeability under service conditions. Differential thermal movement between the spacer and the glass panes is a key contributor to the aging of the insulating glass edge seal and of the IGU itself. Repetitive shear and tensile cycling induces a pumping effect in the polyisobutylene PIB primary seal that over time displaces the primary seal and Manuscript received May 5, 2005; accepted for publication May 4, 2006; published online June Presented at ASTM Symposium on Durability of Building and Construction Sealants and Adhesives on June 2005 in Reno, NV; A. T. Wolf, Guest Editor. 1 Senior Engineer, Dow Corning Corporation, Midland, MI Marketing Specialist, Dow Corning Corporation, Midland, MI Scientist, Dow Corning GmbH, 65201Wiesbaden, Germany. Copyright 2006 by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA

2 2 JOURNAL OF ASTM INTERNATIONAL FIG. 1 Glass pane element modeled. generates voids, resulting in an increased leakage rate of the IGU. Depending on the physical properties of the secondary seal, the mechanical cycling may also induce fatigue aging in the edge seal. Finally, the differential thermal movement also affects the opening of the primary and secondary seals and, therefore, the effective cross section through which diffusion of water vapor and fill gases occurs. Therefore, a quantitative evaluation of the magnitude of differential thermal movements in an IGU edge-seal configuration is essential in predicting the service life of an IGU. Finite Element Analysis (FEA) Evaluation Using finite element analysis FEA the authors modeled the thermal movements occurring in the edge seal of a large IGU as a result of temperature variations for three commercially available spacer bars of different material and design. Modeling Considerations An IGU window size of 1.49 m 58.8 in. by 2.13 m 84 in. was chosen for the FEA modeling. This size simulates a large sliding glass door, with the same aspect ratio as the 0.35 m 14 in. by 0.50 m 20 in. test panes. Taking advantage of symmetry, the model needs only to take one quarter of the full size into account. In the model, the pane is supported along the bottom perimeter edge as shown by the arrows in Fig. 1. Element nodes on symmetry planes are constrained to remain on the symmetry planes. Galvanized steel and aluminum spacers are modeled with dimensions 12.3 mm in. wide and 8mm in. deep and a wall thickness of 0.4 mm in. for aluminum and 0.5 mm in. for galvanized steel. Corner keys for galvanized steel and aluminum spacers are modeled as solid polyamide Nylon 6 keys that are bonded to the spacers the model does not allow for any slippage between the spacer and the corner keys. Figure 2 shows the spacer and corner key designs and dimensions chosen. The stainless steel spacer is modeled with dimensions of 11.5 mm in. wide and 6 mm in. deep with a wall thickness of 0.2 mm 0.01 in.. The corner key is modeled as bonded to the spacers and as a solid. The actual corner key is hollow and the metal is split at the inner radius, therefore the stress predicted by the model is much higher than the actual stress expected in service. Figure 3 shows the stainless steel spacer and corner key designs and dimensions chosen. The edge seal of the galvanized steel and aluminum spacer is modeled with the secondary seal constrained by bonding to the spacer and the glass panes, but not to the nylon corner key, reflecting the fact that secondary sealants generally have poor adhesion to plastic corner keys. For the stainless steel spacer, the edge seal is modeled with the secondary seal constrained by bonding to the glass panes and the spacer, as was the case for the galvanized steel and aluminum spacers. However, the corner keys in this instance are bonded to the secondary seal as well as the edges in contrast to that described for the other two spacer types. The secondary sealant thickness measured as coverage above the spacer is assumed as 6 mm. The glass thickness is modeled as 6 mm in. and a 0.3 mm in. gap is assumed for the primary

3 STEWART ET AL. ON DIFFERENTIAL THERMAL MOVEMENT 3 FIG. 2 Spacer (aluminum and galvanized steel) and corner key designs and dimensions. seal. The polyisobutylene PIB material itself was not modeled, due to the low strength of the material. Figure 4 shows the edge-seal configurations for the aluminum and galvanized steel spacers and the stainless steel spacer. FIG. 3 Stainless steel spacer and corner key designs and dimensions. FIG. 4 Edge-seal configurations for aluminum and galvanized steel and stainless steel spacers.

4 4 JOURNAL OF ASTM INTERNATIONAL FIG. 5 Corner deflection of aluminum spacer frame (exaggerated by factor of 100). Characterization of Material Properties For materials that display an almost linear stress-strain response within the given range of loads, such as glass, aluminum, and steel, the key physical properties required for FEA modeling Young s modulus of elasticity and Poisson s ratio are available in a number of engineering handbooks 5. The response of elastomeric seals and sealants, however, generally is nonlinear, even at lower strains. For silicone sealants, which by nature are closer in behavior to ideal elastomers, nonlinear response must be considered once strains exceed the range of about 15 % to +30 %. Linear FEA modeling becomes fairly inaccurate outside this limited range; therefore, a nonlinear stress-strain curve is required for the characterization of sealant behavior. Uniaxial tensile and compressive stress relaxation testing was used to determine the behavior of two silicone insulating glass sealants DOW CORNING 982 and DOW CORNING within the functional range of strain of the materials. These tests characterize the stress-strain behavior of the sealant at a specific temperature and after the sealant has had time to relax under strain. This approach is more representative of a quasistatic design condition where the applied sealant strains occur slowly, providing sufficient time for the sealant to relax and reach a uniform temperature 6. The tensile and compressive stress-strain curves are used with a curve fit program to create coefficients for a material constitutive equation. The constitutive equation provides strain energy density material functions for the elastomer portion of the model. FEA Calculations FEA is a numerical method for predicting the deformation of a part. Essentially, the part is broken down into a number of discrete entities or elements. A simultaneous analysis is performed on each individual element and the effect an element has on the neighboring elements. ABAQUS, a commercially available finite element analysis FEA software program, 5 was used for the modeling. FEA calculations were carried out to simulate the deformation of the edge seal for IGUs exposed to temperatures of 30 C 22 F and +60 C +140 F. IGUs with galvanized steel and aluminum spacers were modeled with DOW CORNING 982 as the secondary sealant; units with stainless steel spacer were modeled with DOW CORNING sealant. Results and Discussion As expected, at the low temperature, the corners are pulled inward, resulting in a bending angle greater than 90 ; whereas at the high temperature, the corners are pushed outward, resulting in a bending angle less than 90. Figure 5 shows, as an example, the deformed corner shapes for the aluminum spacer at the low and high temperatures exaggerated by a factor of 100. Simultaneously, the primary seal PIB cross section decreases at the low temperature and increases at the high temperature. Figure 6 shows the pumping effect occurring in the PIB primary seal as a result of the thermal cycling. The aluminum spacer, having a larger coefficient of thermal expansion c.t.e., com- 4 Dow Corning Corporation, West Salzburg Road, Midland, MI ABAQUS Software, HKS Michigan, Sheldon Road, Suite 160, Plymouth, MI

5 STEWART ET AL. ON DIFFERENTIAL THERMAL MOVEMENT 5 FIG. 6 Pumping of PIB primary seal as a result of thermal cycling. bined with the sealant DOW CORNING 982 having a high modulus and larger coefficient of thermal expansion, has the greatest effect on the corner of the IGU resulting in a large change in cross-sectional area during the change from hot to cold. Monitoring the changes occurring in PIB primary seal thickness around the circumference of the IGU, the authors found that the stainless steel spacer had, by far, the least effect on the change in cross-sectional area, while the aluminum spacer had the largest effect, see Table 1. The spacer design and the material choices spacer, sealant also have a pronounced effect on the nominal strain distribution in the edge-seal. Figures 7 9 show the nominal strain distribution in the edge seal for the aluminum, galvanized steel, and stainless steel spacers at the cold 30 C and hot +60 C temperatures. As can be seen, the maximum strain for the aluminum and galvanized steel spacers occurs in the primary seal region, while the stainless steel spacer results in a more even strain distribution. This finding is in keeping with the expected performance based on the difference in thermal expansion coefficients between spacer material and float glass. Thus, changes in the effective cross-sectional area of the primary seal available for diffusion that arise from differential thermal movements, are likely to account for the observed performance differences of IGUs having different spacer materials. TABLE 1 Deformation of PIB primary seal as a function of spacer material. Deformation of PIB seal, %, for spacer material Temperature, C aluminum galvanized stainless steel +60 C +51% +42% +6% 30 C 60% 36% 4% FIG. 7 Nominal strain distribution in edge seal (aluminum spacer, DOW CORNING 982).

6 6 JOURNAL OF ASTM INTERNATIONAL FIG. 8 Nominal strain distribution in edge seal (galvanized steel spacer, DOW CORNING 982). Summary and Conclusions Differential thermal movement between the spacer frame and the glass panes is a key contributor to the aging of insulating glass edge seal and of the insulating glass unit IGU itself. Repetitive shear and tensile cycling induces a pumping effect in the polyisobutylene PIB primary seal. This pumping effect may over time displace the primary seal and generate voids, resulting in an increased leakage rate of the IGU, as has been observed on IG units exposed to accelerated testing or in-service conditions see references cited in 1. Depending on the physical properties of the secondary seal, the mechanical cycling may also induce fatigue aging in the edge seal. Finally, the differential thermal movement also affects the opening of the primary and secondary seals and, therefore, the effective cross section through which diffusion of water vapor and fill gases occurs. FIG. 9 Nominal strain distribution in edge seal (stainless steel spacer, DOW CORNING ).

7 STEWART ET AL. ON DIFFERENTIAL THERMAL MOVEMENT 7 The FEA modeling performed by the authors confirmed that, as expected, at the low temperature, the corners of the spacer frame are pulled inward, resulting in a bending angle greater than 90 ; whereas at the high temperature, the corners are pushed outward, resulting in a bending angle less than 90. Monitoring the changes occurring in PIB primary seal thickness along the circumference of the IGU, the authors found that the stainless steel spacer had, by far, the least effect on the change in the cross-sectional area, whereas the aluminum spacer had the most substantial effect. This finding is in keeping with the expected performance based on the difference in thermal expansion coefficients between spacer material and float glass. Thus, changes in the effective cross-sectional area of the primary seal available for diffusion that arise from differential thermal movements, are likely to account for the observed performance differences of IGUs having different spacer materials. References 1 Wolf, A. T., Studies into the Life-Expectancy of Insulating Glass Units, Build. Environ., Vol. 27, No. 3, 1992, pp Feldmeier, F., Heinrich, R., Hepp, B., Schmid, J., and Stiell, W., The Aging Behavior of Insulating Glass (in German), Institute for Window Technology IFT, Rosenheim, Germany, Gravin, S. L., and Wilson, J., Environmental Conditions in Window Frames with Double-Glazed Units, Constr. Build. Mater., Vol. 12, 1998, pp Jacob, L., and D Cruz, J., Fundamental Concepts for the Design, Manufacture and Testing of IG Units for Warm Climate, Glass Processing Days June 1999, Tamglass Ltd. Oy, J. Vitkala, ed., Tampere, Finland, Chemical Engineers Handbook, 5th ed., R. H. Perry and C. H. Chilton, eds., McGraw-Hill Book Company, New York, Wolf, A. T., and Cleland-Host, H. L., Material Properties for Use in FEA Modeling: Sealant Behavior with Ambient Laboratory Climate Aging, Durability of Building and Construction Sealants and Adhesives, ASTM STP 1453, ASTM International, A. T. Wolf, ed., West Conshohocken, PA, 2004, pp

Dow Corning PROPRIETARY. Dow Corning. A Thermal Modelling Comparison of Typical Curtain Wall Systems

Dow Corning PROPRIETARY. Dow Corning. A Thermal Modelling Comparison of Typical Curtain Wall Systems Dow Corning A Thermal Modelling Comparison of Typical Curtain Wall Systems Introduction Today s Aim To understand the meaning of a U value and window energy ratings Discuss the drivers for energy efficiency

More information

INJECTION MOLDING COOLING TIME REDUCTION AND THERMAL STRESS ANALYSIS

INJECTION MOLDING COOLING TIME REDUCTION AND THERMAL STRESS ANALYSIS INJECTION MOLDING COOLING TIME REDUCTION AND THERMAL STRESS ANALYSIS Tom Kimerling University of Massachusetts, Amherst MIE 605 Finite Element Analysis Spring 2002 ABSTRACT A FEA transient thermal structural

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

Double Glazing Glass. Energy Saving Solutions. Harris Silicones & Glass (Pvt.) Ltd.

Double Glazing Glass. Energy Saving Solutions. Harris Silicones & Glass (Pvt.) Ltd. Double Glazing Glass Energy Saving Solutions Harris Silicones & Glass (Pvt.) Company Introduction Pioneers of Silicone Sealants in Pakistan Manufacturing in collaboration with Momentive Performance Materials

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

Requirements on secondary insulating glass sealants

Requirements on secondary insulating glass sealants Requirements on secondary insulating glass sealants Dr. Dieter Lange, AkzoNobel, Functional Chemicals, Greiz/Germany Abstract Nowadays there are various kinds of insulating glass available on the global

More information

ANALYTICAL AND EXPERIMENTAL EVALUATION OF SPRING BACK EFFECTS IN A TYPICAL COLD ROLLED SHEET

ANALYTICAL AND EXPERIMENTAL EVALUATION OF SPRING BACK EFFECTS IN A TYPICAL COLD ROLLED SHEET International Journal of Mechanical Engineering and Technology (IJMET) Volume 7, Issue 1, Jan-Feb 2016, pp. 119-130, Article ID: IJMET_07_01_013 Available online at http://www.iaeme.com/ijmet/issues.asp?jtype=ijmet&vtype=7&itype=1

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

MOCK-UP TEST REPORT. Rendered to: TUBELITE, INC. PROJECT: 200 Series Curtain Wall Mock-Up

MOCK-UP TEST REPORT. Rendered to: TUBELITE, INC. PROJECT: 200 Series Curtain Wall Mock-Up MOCK-UP TEST REPORT Rendered to: TUBELITE, INC. PROJECT: 200 Series Curtain Wall Mock-Up Report No: 85616.01-120-32 Test Completion Date: 01/15/09 Report Date: 02/11/09 Record Retention End Date: 01/15/13

More information

Introduction to Solid Modeling Using SolidWorks 2012 SolidWorks Simulation Tutorial Page 1

Introduction to Solid Modeling Using SolidWorks 2012 SolidWorks Simulation Tutorial Page 1 Introduction to Solid Modeling Using SolidWorks 2012 SolidWorks Simulation Tutorial Page 1 In this tutorial, we will use the SolidWorks Simulation finite element analysis (FEA) program to analyze the response

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

Mechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied

Mechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied Mechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied Stress and strain fracture or engineering point of view: allows to predict the

More information

A COMPARATIVE STUDY OF TWO METHODOLOGIES FOR NON LINEAR FINITE ELEMENT ANALYSIS OF KNIFE EDGE GATE VALVE SLEEVE

A COMPARATIVE STUDY OF TWO METHODOLOGIES FOR NON LINEAR FINITE ELEMENT ANALYSIS OF KNIFE EDGE GATE VALVE SLEEVE International Journal of Mechanical Engineering and Technology (IJMET) Volume 6, Issue 12, Dec 2015, pp. 81-90, Article ID: IJMET_06_12_009 Available online at http://www.iaeme.com/ijmet/issues.asp?jtype=ijmet&vtype=6&itype=12

More information

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS ENGINEERING COMPONENTS EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS Structural members: struts and ties; direct stress and strain,

More information

A Study of Durability Analysis Methodology for Engine Valve Considering Head Thermal Deformation and Dynamic Behavior

A Study of Durability Analysis Methodology for Engine Valve Considering Head Thermal Deformation and Dynamic Behavior A Study of Durability Analysis Methodology for Engine Valve Considering Head Thermal Deformation and Dynamic Behavior Kum-Chul, Oh 1, Sang-Woo Cha 1 and Ji-Ho Kim 1 1 R&D Center, Hyundai Motor Company

More information

Energy saving without noble gas filling?

Energy saving without noble gas filling? Akzo Nobel Functional Chemicals GmbH & Co. KG Liebigstraße 7 D-07973 Greiz DL-148 Insulating Glass Energy saving without noble gas filling? The combination of Low-E coatings and noble gas filling in today

More information

Linear thermal transmittance of the assembly of the glazing and the frame in windows

Linear thermal transmittance of the assembly of the glazing and the frame in windows Linear thermal transmittance of the assembly of the glazing and the frame in windows Svend Svendsen,Professor, Technical University of Denmark; ss@byg.dtu.dk; www.byg.dtu.dk Jacob B. Laustsen, Assistant

More information

The elements used in commercial codes can be classified in two basic categories:

The elements used in commercial codes can be classified in two basic categories: CHAPTER 3 Truss Element 3.1 Introduction The single most important concept in understanding FEA, is the basic understanding of various finite elements that we employ in an analysis. Elements are used for

More information

Version default Titre : SSNP161 Essais biaxiaux de Kupfer Date : 10/10/2012 Page : 1/8 Responsable : François HAMON Clé : V6.03.161 Révision : 9783

Version default Titre : SSNP161 Essais biaxiaux de Kupfer Date : 10/10/2012 Page : 1/8 Responsable : François HAMON Clé : V6.03.161 Révision : 9783 Titre : SSNP161 Essais biaxiaux de Kupfer Date : 10/10/2012 Page : 1/8 SSNP161 Biaxial tests of Summarized Kupfer: Kupfer [1] was interested to characterize the performances of the concrete under biaxial

More information

Free piston Stirling engine for rural development

Free piston Stirling engine for rural development Free piston Stirling engine for rural development R. Krasensky, Intern, Stirling development, r.krasensky@rrenergy.nl W. Rijssenbeek, Managing director, w.rijssenbeek@rrenergy.nl Abstract: This paper presents

More information

The Warm Edge for insulating glass

The Warm Edge for insulating glass The Warm Edge for insulating glass 1. 3. SGGSWISSPACER 2. 4. The best product on the market by quite an edge Energy saving Lower heating costs through better insulation: the thermally improved spacer SGG

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

Local buckling of plates made of high strength steel

Local buckling of plates made of high strength steel Local buckling of plates made of high strength steel Tapani Halmea, Lauri Huusko b,a, Gary Marquis a, Timo Björk a a Lappeenranta University of Technology, Faculty of Technology Engineering, Lappeenranta,

More information

Profiles in stock Standard catalogue. Discover the possibilities with aluminium profiles from Sapa

Profiles in stock Standard catalogue. Discover the possibilities with aluminium profiles from Sapa Profiles in stock Standard catalogue Discover the possibilities with aluminium from Sapa You can create your own profile or you can choose from a wide selection of standard. Delivery: 1 2 weeks for standard

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

PTFE Slide Bearings 04/10 149

PTFE Slide Bearings 04/10 149 04/10 149 1.0 GENERAL INFORMATION In a wide range of applications, PTFE Slide bearings are superior to conventional expansion plates, rollers and rocker arm type supports. They support petrochemical plant,

More information

Sheet metal operations - Bending and related processes

Sheet metal operations - Bending and related processes Sheet metal operations - Bending and related processes R. Chandramouli Associate Dean-Research SASTRA University, Thanjavur-613 401 Table of Contents 1.Quiz-Key... Error! Bookmark not defined. 1.Bending

More information

Solution for Homework #1

Solution for Homework #1 Solution for Homework #1 Chapter 2: Multiple Choice Questions (2.5, 2.6, 2.8, 2.11) 2.5 Which of the following bond types are classified as primary bonds (more than one)? (a) covalent bonding, (b) hydrogen

More information

Removing Moisture within Large Double Glazed Windows

Removing Moisture within Large Double Glazed Windows Removing Moisture within Large Double Glazed Windows Copyright: Max Cottrell www.mcottrell.co.uk This article gives the reasons and a method of removing accumulated moisture from double glazed windows,

More information

Thermal Stress & Strain. 07 Thermal Stress and Strain Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 3

Thermal Stress & Strain. 07 Thermal Stress and Strain Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 3 Thermal Stress & Strain 07 Thermal Stress and Strain Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 3 Thermal Stress & Strain 07 Thermal Stress and Strain Copyright G G

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

Lap Fillet Weld Calculations and FEA Techniques

Lap Fillet Weld Calculations and FEA Techniques Lap Fillet Weld Calculations and FEA Techniques By: MS.ME Ahmad A. Abbas Sr. Analysis Engineer Ahmad.Abbas@AdvancedCAE.com www.advancedcae.com Sunday, July 11, 2010 Advanced CAE All contents Copyright

More information

COMPUTATIONAL ENGINEERING OF FINITE ELEMENT MODELLING FOR AUTOMOTIVE APPLICATION USING ABAQUS

COMPUTATIONAL ENGINEERING OF FINITE ELEMENT MODELLING FOR AUTOMOTIVE APPLICATION USING ABAQUS International Journal of Advanced Research in Engineering and Technology (IJARET) Volume 7, Issue 2, March-April 2016, pp. 30 52, Article ID: IJARET_07_02_004 Available online at http://www.iaeme.com/ijaret/issues.asp?jtype=ijaret&vtype=7&itype=2

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

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

Fiberglass Rebar (GFRP Rebar)

Fiberglass Rebar (GFRP Rebar) Concrete Protection Products, Inc. Fiberglass Rebar (GFRP Rebar) Product Guide Specification October, 2013 Specifier Notes: This product specification is written according to the Construction Specifications

More information

INTERNATIONAL ASSOCIATION OF CLASSIFICATION SOCIETIES. Interpretations of the FTP

INTERNATIONAL ASSOCIATION OF CLASSIFICATION SOCIETIES. Interpretations of the FTP INTERNATIONAL ASSOCIATION OF CLASSIFICATION SOCIETIES Interpretations of the FTP CONTENTS FTP1 Adhesives used in A or B class divisions (FTP Code 3.1, Res A.754 para. 3.2.3) June 2000 FTP2 Pipe and duct

More information

MCE380: Measurements and Instrumentation Lab. Chapter 9: Force, Torque and Strain Measurements

MCE380: Measurements and Instrumentation Lab. Chapter 9: Force, Torque and Strain Measurements MCE380: Measurements and Instrumentation Lab Chapter 9: Force, Torque and Strain Measurements Topics: Elastic Elements for Force Measurement Dynamometers and Brakes Resistance Strain Gages Holman, Ch.

More information

Series 4000 Fiberglass Pipe and Fittings

Series 4000 Fiberglass Pipe and Fittings Series 4000 Fiberglass Pipe and Fittings for corrosive industrial service Uses and applications Listings Performance Acid drains Chemical process piping Corrosive slurries Food processing Geothermal Nonoxidizing

More information

ANALYSIS OF GASKETED FLANGES WITH ORDINARY ELEMENTS USING APDL CONTROL

ANALYSIS OF GASKETED FLANGES WITH ORDINARY ELEMENTS USING APDL CONTROL ANALYSIS OF GASKETED FLANGES WITH ORDINARY ELEMENTS USING AP... Page 1 of 19 ANALYSIS OF GASKETED FLANGES WITH ORDINARY ELEMENTS USING APDL CONTROL Yasumasa Shoji, Satoshi Nagata, Toyo Engineering Corporation,

More information

Crimp Tooling Where Form Meets Function

Crimp Tooling Where Form Meets Function Crimp Tooling Where Form Meets Function Quality, cost, and throughput are key attributes for any production process. The crimp termination process is no exception. Many variables contribute to the results.

More information

4 Thermomechanical Analysis (TMA)

4 Thermomechanical Analysis (TMA) 172 4 Thermomechanical Analysis 4 Thermomechanical Analysis (TMA) 4.1 Principles of TMA 4.1.1 Introduction A dilatometer is used to determine the linear thermal expansion of a solid as a function of temperature.

More information

Mold Preventing I nterior System

Mold Preventing I nterior System interior insulation and renovation boards A system of components that have been designed to work perfectly together to repair damage caused by mold. The system consists of boards, insulation wedges, reveal

More information

CFD SIMULATION OF SDHW STORAGE TANK WITH AND WITHOUT HEATER

CFD SIMULATION OF SDHW STORAGE TANK WITH AND WITHOUT HEATER International Journal of Advancements in Research & Technology, Volume 1, Issue2, July-2012 1 CFD SIMULATION OF SDHW STORAGE TANK WITH AND WITHOUT HEATER ABSTRACT (1) Mr. Mainak Bhaumik M.E. (Thermal Engg.)

More information

RTV162. Electronic Grade Silicone Adhesive Sealant

RTV162. Electronic Grade Silicone Adhesive Sealant RTV162 Product Description Electronic Grade Silicone Adhesive Sealant RTV162 adhesive sealant from GE Silicones is one-component, readyto-use electronic grade silicone sealant. It cures to a tough, resilient

More information

TIE-32: Thermal loads on optical glass

TIE-32: Thermal loads on optical glass PAGE 1/7 1 Introduction In some applications optical glasses have to endure thermal loads: Finishing procedures for optical elements like lenses, prisms, beam splitters and so on involve thermal processes

More information

Measurement of Residual Stress in Plastics

Measurement of Residual Stress in Plastics Measurement of Residual Stress in Plastics An evaluation has been made of the effectiveness of the chemical probe and hole drilling techniques to measure the residual stresses present in thermoplastic

More information

CONDENSATION IN REFRIDGERATED BUILDINGS

CONDENSATION IN REFRIDGERATED BUILDINGS CONDENSATION IN REFRIDGERATED BUILDINGS By: Steve Salisbury Nov. 10, 2010 (revised Nov. 14, 2013) Introduction The following discussion reviews the basic causes of condensation in refrigerated buildings

More information

The BASA Guide to the ISO 11600 Classification of Sealants for Building Construction

The BASA Guide to the ISO 11600 Classification of Sealants for Building Construction The BASA Guide to the ISO 11600 Classification of Sealants for Building Construction SEALANTS IN BUILDING AND CONSTRUCTION Glazing Sealants (G) Construction Sealants (F) Class 25 Class 25LM Class 25 Class

More information

Overview of Topics. Stress-Strain Behavior in Concrete. Elastic Behavior. Non-Linear Inelastic Behavior. Stress Distribution.

Overview of Topics. Stress-Strain Behavior in Concrete. Elastic Behavior. Non-Linear Inelastic Behavior. Stress Distribution. Stress-Strain Behavior in Concrete Overview of Topics EARLY AGE CONCRETE Plastic shrinkage shrinkage strain associated with early moisture loss Thermal shrinkage shrinkage strain associated with cooling

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

Insider Tips for Purchasing Replacement Windows

Insider Tips for Purchasing Replacement Windows Insider Tips for Purchasing Replacement Windows From the experts at Legacy Remodeling WE SPEAK REMODELING Table of Contents Introduction Page 3 Window Styles Page 4 Window Materials Page 6 Window Efficiency

More information

A NEW DESIGN METHOD FOR INDUSTRIAL PORTAL FRAMES IN FIRE

A NEW DESIGN METHOD FOR INDUSTRIAL PORTAL FRAMES IN FIRE Application of Structural Fire Engineering, 9-2 February 29, Prague, Czech Republic A NEW DESIGN METHOD FOR INDUSTRIAL PORTAL FRAMES IN FIRE Yuanyuan Song a, Zhaohui Huang b, Ian Burgess c, Roger Plank

More information

INTERACTION OF LIQUID MOTION ON MOBILE TANK STRUCTURE

INTERACTION OF LIQUID MOTION ON MOBILE TANK STRUCTURE Journal of KONES Powertrain and Transport, Vol. 18, No. 3 2011 INTERACTION OF LIQUID MOTION ON MOBILE TANK STRUCTURE Mariusz Domaga a, Edward Lisowski Cracow University of Technology, Department of Mechanical

More information

SIKA AT WORK THE KAENG KRACHAN ELEPHANT HOUSE AT ZURICH ZOO

SIKA AT WORK THE KAENG KRACHAN ELEPHANT HOUSE AT ZURICH ZOO SIKA AT WORK THE KAENG KRACHAN ELEPHANT HOUSE AT ZURICH ZOO SIKA SYSTEMS FROM BASEMENT TO ROOF BASEMENT TO ROOF SOLUTIONS FOR ELEPHANT HOUSE AT ZURICH ZOO PROJECT DESCRIPTION The Kaeng Krachan Elephant

More information

COMPARISON OF STRESS BETWEEN WINKLER-BACH THEORY AND ANSYS FINITE ELEMENT METHOD FOR CRANE HOOK WITH A TRAPEZOIDAL CROSS-SECTION

COMPARISON OF STRESS BETWEEN WINKLER-BACH THEORY AND ANSYS FINITE ELEMENT METHOD FOR CRANE HOOK WITH A TRAPEZOIDAL CROSS-SECTION COMPARISON OF STRESS BETWEEN WINKLER-BACH THEORY AND ANSYS FINITE ELEMENT METHOD FOR CRANE HOOK WITH A TRAPEZOIDAL CROSS-SECTION Yogesh Tripathi 1, U.K Joshi 2 1 Postgraduate Student, 2 Associate Professor,

More information

Technical Report Example (1) Chartered (CEng) Membership

Technical Report Example (1) Chartered (CEng) Membership Technical Report Example (1) Chartered (CEng) Membership A TECHNICAL REPORT IN SUPPORT OF APPLICATION FOR CHARTERED MEMBERSHIP OF IGEM DESIGN OF 600 (103 BAR) 820MM SELF SEALING REPAIR CLAMP AND VERIFICATION

More information

Mechanical Properties and Fracture Analysis of Glass. David Dutt Chromaglass, Inc.

Mechanical Properties and Fracture Analysis of Glass. David Dutt Chromaglass, Inc. Mechanical Properties and Fracture Analysis of Glass David Dutt Chromaglass, Inc. IES ALC Williamsburg 2006 2 IES ALC Williamsburg 2006 3 Outline The Ideal The Practical The Reality IES ALC Williamsburg

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

ANALYSIS OF A LAP JOINT FRICTION CONNECTION USING HIGH STRENGTH BOLTS

ANALYSIS OF A LAP JOINT FRICTION CONNECTION USING HIGH STRENGTH BOLTS Nordic Steel Construction Conference 212 Hotel Bristol, Oslo, Norway 5-7 September 212 ANALYSIS OF A LAP JOINT FRICTION CONNECTION USING HIGH STRENGTH BOLTS Marouene Limam a, Christine Heistermann a and

More information

BASIC UNDERSTANDING OF FLOW CALCULATIONS AND ESTIMATES MAKES SIZING VALVES SIMPLER

BASIC UNDERSTANDING OF FLOW CALCULATIONS AND ESTIMATES MAKES SIZING VALVES SIMPLER BASIC UNDERSTANDING OF FLOW CALCULATIONS AND ESTIMATES MAKES SIZING VALVES SIMPLER Valve size often is described by the nominal size of the end connections but a more important measure is the flow that

More information

Fire and Concrete Structures

Fire and Concrete Structures Fire and Concrete Structures Authors: David N. Bilow, P.E., S.E., Director, Engineered Structures, Portland Cement Association 5420 Old Orchard Road, Skokie, IL 60077,Phone 847-972-9064, email: dbilow@cement.org

More information

Silicone Rubber Thermal Interface Materials: Applications and Performance Considerations

Silicone Rubber Thermal Interface Materials: Applications and Performance Considerations Silicone Rubber Thermal Interface Materials: Applications and Performance Considerations David C. Timpe Jr. Arlon Silicone Technologies Division 1100 Governor Lea Road, Bear, DE 19701 P: 800-635-9333 F:

More information

CRITERIA FOR PRELOADED BOLTS

CRITERIA FOR PRELOADED BOLTS National Aeronautics and Space Administration Lyndon B. Johnson Space Center Houston, Texas 77058 REVISION A JULY 6, 1998 REPLACES BASELINE SPACE SHUTTLE CRITERIA FOR PRELOADED BOLTS CONTENTS 1.0 INTRODUCTION..............................................

More information

Tested to BS 6375: Part 1: 1989 and achieved a weathertightness classification of 2000 Pa (Special)

Tested to BS 6375: Part 1: 1989 and achieved a weathertightness classification of 2000 Pa (Special) THE B6 GLAZING SYSTEM GLAZING SYSTEMS FOR SEPTEMBER 2013 THE B6 HEEL BEAD SEAL SECURITY GLAZING SYSTEM Page 1 DESCRIPTION The B6 Heel Bead Seal Security Glazing System is suitable for installing all types

More information

SPECIFICATION Aluminum Module Frames. Allowed anodization before fabrication for clear frames.

SPECIFICATION Aluminum Module Frames. Allowed anodization before fabrication for clear frames. SPECIFICATION Allowed anodization before fabrication for clear frames. Page 2 of 9 1. SCOPE 1.1. This document provides general requirements for aluminum frames used in the assembly of photovoltaic modules.

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

STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION

STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION Chapter 11 STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION Figure 11.1: In Chapter10, the equilibrium, kinematic and constitutive equations for a general three-dimensional solid deformable

More information

Tensile Testing Laboratory

Tensile Testing Laboratory Tensile Testing Laboratory By Stephan Favilla 0723668 ME 354 AC Date of Lab Report Submission: February 11 th 2010 Date of Lab Exercise: January 28 th 2010 1 Executive Summary Tensile tests are fundamental

More information

Windows are one of the most important components of a

Windows are one of the most important components of a design concepts Arjun Kamal MAKING BETTER INDOOR ENVIRONMENTS WITH ENERGY-EFFICIENT WINDOW DESIGN An insight into the various technologies used for constructing windows, and an attempt at understanding

More information

Residential Windows, 3 rd edition Corrected index 1

Residential Windows, 3 rd edition Corrected index 1 Residential Windows, 3 rd edition Corrected index 1 A absorptance definition, 78 determinants of, 78 79 energy performance and, 78 tinted glass, 84 acoustical properties of windows, 60 61 acrylic glazing

More information

Spandrel Glass Types and Recommendations

Spandrel Glass Types and Recommendations Spandrel Glass Types and Recommendations Introduction PPG has long offered recommendations regarding alternatives for glass spandrel applications. Over the years these recommendations were included in

More information

WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12

WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12 WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12 87 88 GOOD INDUSTRY PRACTICES 12 WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12.1 BACKGROUND Most roofs in Singapore are constructed using reinforced

More information

METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION

METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 45-66, Article ID: IJCIET_07_02_004 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2

More information

In the Fall 2002 issue of HHE News I examined

In the Fall 2002 issue of HHE News I examined Choosing Replacement Windows 1 For Your Home Mark Pierce In the Fall 2002 issue of HHE News I examined reasons for, and against, replacing older windows with new, energy efficient windows. That article

More information

INTRODUCTION TO BEAMS

INTRODUCTION TO BEAMS CHAPTER Structural Steel Design LRFD Method INTRODUCTION TO BEAMS Third Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering Part II Structural Steel Design and Analysis

More information

FIBERGLASS REINFORCED PLASTIC (FRP) PIPING SYSTEMS DESIGNING PROCESS / FACILITIES PIPING SYSTEMS WITH FRP

FIBERGLASS REINFORCED PLASTIC (FRP) PIPING SYSTEMS DESIGNING PROCESS / FACILITIES PIPING SYSTEMS WITH FRP FIBERGLASS REINFORCED PLASTIC (FRP) PIPING SYSTEMS DESIGNING PROCESS / FACILITIES PIPING SYSTEMS WITH FRP A COMPARISON TO TRADITIONAL METALLIC MATERIALS Prepared by: Kevin Schmit, Project Engineer Specialty

More information

MECHANICAL CHARACTERIZATION

MECHANICAL CHARACTERIZATION Assay Centre Report No: SAM2818I Version: English Page: 1 of 14 Print date: 18/10/05 Final Report SAM2818I MECHANICAL CHARACTERIZATION Study Program No: SAM2818 Contract: E05/0137.4MI Sponsor: ANDROMEDICAL

More information

SHORE A DUROMETER AND ENGINEERING PROPERTIES

SHORE A DUROMETER AND ENGINEERING PROPERTIES SHORE A DUROMETER AND ENGINEERING PROPERTIES Written by D.L. Hertz, Jr. and A.C. Farinella Presented at the Fall Technical Meeting of The New York Rubber Group Thursday, September 4, 1998 by D.L. Hertz,

More information

CERTIFICATE OF APPROVAL No CF 291 SCHOTT UK LIMITED

CERTIFICATE OF APPROVAL No CF 291 SCHOTT UK LIMITED CERTIFICATE OF APPROVAL No CF 291 This is to certify that, in accordance with TS General Requirements for Certification of Fire Protection Products The undermentioned products of Drummond Road, Stafford.

More information

Composite Design Fundamentals. David Richardson

Composite Design Fundamentals. David Richardson Composite Design Fundamentals David Richardson Contents A review of the fundamental characteristics of composites Stiffness and Strength Anisotropic Role of fibre, matrix and interface Composite failure

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

Roof Systems Overview

Roof Systems Overview Roof Systems Overview Cold Applied Built-Up Roofing Systems BURmastic Tremco s line of cold applied built-up roofing systems. BURmastic 200 Combines Tremco s expertise in asphalt blending technology with

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

Simulation of Residual Stresses in an Induction Hardened Roll

Simulation of Residual Stresses in an Induction Hardened Roll 2.6.4 Simulation of Residual Stresses in an Induction Hardened Roll Ludwig Hellenthal, Clemens Groth Walzen Irle GmbH, Netphen-Deuz, Germany CADFEM GmbH, Burgdorf/Hannover, Germany Summary A heat treatment

More information

Fatigue Performance Evaluation of Forged Steel versus Ductile Cast Iron Crankshaft: A Comparative Study (EXECUTIVE SUMMARY)

Fatigue Performance Evaluation of Forged Steel versus Ductile Cast Iron Crankshaft: A Comparative Study (EXECUTIVE SUMMARY) Fatigue Performance Evaluation of Forged Steel versus Ductile Cast Iron Crankshaft: A Comparative Study (EXECUTIVE SUMMARY) Ali Fatemi, Jonathan Williams and Farzin Montazersadgh Professor and Graduate

More information

Thermal stresses and cracking in absorptive solar glazing

Thermal stresses and cracking in absorptive solar glazing Thermal stresses and cracking in absorptive solar glazing H. Chowdhury and M.B. Cortie * University of Technology Sydney, PO Box 123, Broadway, NSW 2007, Australia Abstract The emerging popularity of absorptive,

More information

Glass partitions SFB 3074

Glass partitions SFB 3074 Glass partitions SFB 3074 Our facade system SFB 3074 is innovative in its design. We have made a great effort to obtain an energy effective system. The future requirements regarding the economical use

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

Sealing & Bonding Sika solutions for Window Installation

Sealing & Bonding Sika solutions for Window Installation Sealing & Bonding Sika solutions for Window Installation Sika s Comprehensive Fenestration Competence Benefit of our solution Globally, growing requirements to save energy and to utilize natural resources

More information

Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14

Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14 Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318

More information

How To Test For An Architectural Test

How To Test For An Architectural Test Architectural Testing ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: CORAL ARCHITECTURAL PRODUCTS SERIES/MODEL: PW 256 with Door Openings PRODUCT TYPE: Aluminum Impact Resistant Curtain Wall System

More information

TEST REPORT. Rendered to: DEXERDRY. For: Deck Weatherproofing System Installed with AZEK Deck Boards

TEST REPORT. Rendered to: DEXERDRY. For: Deck Weatherproofing System Installed with AZEK Deck Boards TEST REPORT Rendered to: DEXERDRY For: Deck Weatherproofing System Installed with AZEK Deck Boards Report No.: E8122.01-119-19 Revision 1: 08/18/15 Report Date: 08/14/15 Test Record Retention Date: 07/16/19

More information

09/07/07 GLASSFIBER REINFORCED CEMENT (GRC) C. S. I. Spec 03500 Master Spec. 03 49 00 Page 1

09/07/07 GLASSFIBER REINFORCED CEMENT (GRC) C. S. I. Spec 03500 Master Spec. 03 49 00 Page 1 C. S. I. Spec 03500 Page 1 PART 1 - GENERAL 1.01 SUMMARY:.01 Provide special glassfiber reinforced cement (GRC) shapes in accordance with the requirements of the contract documents..02 The installing contractor

More information

TECHNICAL BULLETIN. Oil Canning in Metal Roof and Metal Wall Systems. What Is Oil Canning?

TECHNICAL BULLETIN. Oil Canning in Metal Roof and Metal Wall Systems. What Is Oil Canning? TECHNICAL BULLETIN Oil Canning in Metal Roof and Metal Wall Systems What Is Oil Canning? Oil Canning can be defined as visible waviness in the flat areas of metal roofing and metal wall panels. In technical

More information

Unit 6: EXTRUSION. Difficult to form metals like stainless steels, nickel based alloys and high temperature metals can also be extruded.

Unit 6: EXTRUSION. Difficult to form metals like stainless steels, nickel based alloys and high temperature metals can also be extruded. 1 Unit 6: EXTRUSION Introduction: Extrusion is a metal working process in which cross section of metal is reduced by forcing the metal through a die orifice under high pressure. It is used to produce cylindrical

More information

Lecture 12. Physical Vapor Deposition: Evaporation and Sputtering Reading: Chapter 12. ECE 6450 - Dr. Alan Doolittle

Lecture 12. Physical Vapor Deposition: Evaporation and Sputtering Reading: Chapter 12. ECE 6450 - Dr. Alan Doolittle Lecture 12 Physical Vapor Deposition: Evaporation and Sputtering Reading: Chapter 12 Evaporation and Sputtering (Metalization) Evaporation For all devices, there is a need to go from semiconductor to metal.

More information

Vacuum Tube Solar Water heater Non-pressure. User manual

Vacuum Tube Solar Water heater Non-pressure. User manual Vacuum Tube Solar Water heater Non-pressure User manual Please read this manual carefully before beginning installation Specification Tubes 12 --- 30 58X1800 Nominal volume tank capacity 100L --- 300L

More information

Physics 1114: Unit 6 Homework: Answers

Physics 1114: Unit 6 Homework: Answers Physics 1114: Unit 6 Homework: Answers Problem set 1 1. A rod 4.2 m long and 0.50 cm 2 in cross-sectional area is stretched 0.20 cm under a tension of 12,000 N. a) The stress is the Force (1.2 10 4 N)

More information

Coupling Forced Convection in Air Gaps with Heat and Moisture Transfer inside Constructions

Coupling Forced Convection in Air Gaps with Heat and Moisture Transfer inside Constructions Coupling Forced Convection in Air Gaps with Heat and Moisture Transfer inside Constructions M. Bianchi Janetti 1, F. Ochs 1 and R. Pfluger 1 1 University of Innsbruck, Unit for Energy Efficient Buildings,

More information