Hot rolled steel plates, sheets and coils

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Hot rolled steel plates, sheets and coils Processing of material Flanging and forming In this data sheet, we have compiled information on flanging and bending our hot-rolled steel products: - flangeability - energy required for bending - comparison of steel grades in terms of flangeability Ruukki is a metal expert you can rely on all the way, whenever you need metal based materials, components, systems or total solutions. We constantly develop our product range and operating models to match your needs. HR 5.2.03 02.2007

Flangeability Flangeability refers to the bending characteristics of a flat steel product. In a press brake, the plate is bent by pressing it between a plunger and a die to the required angle or bending radius. Regardless of the strength or hardness of the steel, a basic requirement for successful flanging or bending is that, prior to commencing work, the steel plate that has been stored in a cold atmosphere is allowed to warm up thoroughly to room temperature (+20 C). Figure 1 shows the time required for warming up. The measurements were carried out on 200 mm x 300 mm plates. Plates stacked on top of each other warm up significantly slower. Figure 2 shows the principles of two flanging methods: free bending and bottoming. In free bending, the plate rests on the upper edges of the die gap for the entire duration of the pass. The required bending radius is obtained by adjusting the stroke length. In bottoming, the stroke length is sufficient for the plunger to press the plate entirely against the die. An edge matching that of the plunger and die is formed in the plate. Energy required for bending The energy required for bending and flanging depends on factors such as those shown in Figure 3. There are several formulae for calculating the energy required, which give deviating results. Both theoretical knowledge and practical experience is required for optimal results. The condition of tools also affects the results. Various steel grades can be compared by means of the tensile strength: the greater the tensile strength, the more energy is required for bending. However, the formable Laser 355 MC steel requires nearly 15% less energy than the S355 grade as per EN 10025-2, for example, and the Optim 650 MC steel requires approximately 1.5 times greater energy compared with S355 even though Optim 650 MC has almost twice as much yield strength as S355. Comparison of steel grades in terms of flangeability A comparison of steel grades in terms of flangeability is shown in Table 1. Flanging and free bending of the Raex abrasion resistant steels Despite of their high strength, the Raex 400 and Raex 450 steel grades can be formed by free bending and flanging. However, the bending force, springback effect and the bending radius are greater than those for softer structural steels. When bending or flanging, attention must be paid to workshop practices and the condition of the tools, and work should be planned carefully. General recommendations for the bending of abrasion resistant steels: - Use the widest possible bending radii. The values are presented in Table 2. - Grind away any scratches and other surface defects on the tension side face of the plate otherwise they may develop into cracks. - Grind away any rough edges on a thermally or me chanically cut plate, at least on the tension side of the plate. - Carry out the bending in a single pass to the ultimate curvature; springback must not occur during the work. - The die and plunger surfaces of the press brake must be smooth. - Lubrication of the bending surfaces reduces friction. - Preheating to 100 200 C reduces the required bending force and risk of cracking. - A die of the type shown in Figure 4 improves the quality of work. Warning Workshop processing, such as bending or flanging, of hardened Raex steels requires special care. The instructions issued by the steel supplier and high-quality workshop practices are an essential aspect of safety at work.

Time required for warming up a plate Figure 1 Free bending and bottoming Figure 2 Free bending Bottoming Workshop, concrete floor; warm-up time from -20 C to +20 C. Energy required for bending Figure 3 F = C R b m t2 V V b R m = tensile strength of the plate, MPa t = plate thickness, mm C = constant (1.2 1.5) b = length to be bent, mm V = width of the V groove, mm t

Comparison of steel grades in terms of flangeability Table 1 Bend line position vs. rolling Minimum permitted internal bending radius at nominal thicknesses mm >1.5 2.5 >2.5 3 >3 4 >4 5 >5 6 >6 7 >7 8 >8 10 >10 12 >12 14 >14 16 >16 18 >18 20 >20 25 >25 30 Non-alloy steels EN 10025-2:2004 Multisteel S235JRC transversal 2.5 3.0 5.0 6.0 10.0 16.0 20.0 25.0 2 36.0 60.0 longitudinal2.5 3.0 6.0 10.0 16.0 20.0 25.0 2 32.0 45.0 55.0 70.0 S355J2C transversal 4.0 5.0 6.0 10.0 16.0 20.0 25.0 32.0 36.0 45.0 65.0 80.0 Multisteel longitudinal4.0 5.0 10.0 16.0 20.0 25.0 32.0 36.0 63.0 75.0 90.0 4.0 5.0 6.0 10.0 16.0 20.0 24.0 2 32.0 36.0 60.0 Fine grain structural steels EN 10025-3:2004. Multisteel N complies with the requirements for the grade S355N as per this standard. Multisteel N S355N. S355NL S420N. S420NL Laser. Strip products 10.0 16.0 20.0 24.0 2 32.0 36.0 60.0 transversal 10.0 longitudinal 12.5 transversal 20.0 longitudinal 25.0 15.0 24.0 30.0 17.5 2 35.0 Laser 250 C 1.5 1.5 2.0 2.5 3.0 5.0 5.5 7.0 8.5 10.0 11.5 Laser 355 MC 0.5 0.7 1.0 1.5 2.0 3.5 4.0 5.0 6.0 7.0 Laser 420 MC 1.2 1.5 2.0 2.5 3.0 5.5 6.5 9.5 11.0 Laser. Plate products Laser 250 C 6.0 7.0 10.0 16.0 1 20.0 25.0 30.0 Laser 355 MC 5.0 5.5 6.5 9.5 11.5 13.0 14.5 16.0 Laser 420 MC 10.0 16.0 1 20.0 Optim. Strip products Optim 500 MC Optim 650 MC Optim 700 MC Optim 900 QC Optim 960 QC Optim. Plate products Optim 500 ML 2.0 2.5 2.5 3.0 3.5 9.0 10.5 3.0 4.0 5.0 4.0 6.0 6.0 15.0 17.5 4.5 1 21.0 7.0 10.0 16.0 20.0 32.0 20.0 25.0 10.0 24.0 30.0 4 60.0 2 35.0 56.0 70.0 32.0 64.0 80.0 36.0 45.0 72.0 90.0 80.0 100.0 62.5 100.0 125.0 9.5 14.5 17.0 19.0 21.5 24.0 60.0 The flangeability of the steel grades marked with the symbol C and of the Multisteel, Laser and Optim grades is guaranteed as shown in the table. For the steel grades as per EN 10025-2:2004 without the symbol C, the value given for the next higher thickness class should be used as the minimum bending radius. 60.0 75.0 120.0 1

Flanging and free bending Figure 4 R = plunger radius of curvature W = gap width t = plate thickness Bend line R W t - The surface hardness of the upper edges of the die groove must be greater than the hardness of the plate to be bent. In the structure shown in the figure, the upper edges of the die groove are seen with separate, 20-mm-thick steel rods with a hardness of approximately 53 HRC. - The steel rod grooves must be kept clean. - Widening the die groove decreases the required bending force, but it also increases the springback. - Springback: Raex 400: 9 13 Raex 500: 10 15 Free bending Table 2 Thickness mm Free bending < 90 Bending to 90 Plunger radius / plate thickness R/t Gap width / plate thickness W/t V groove W/t Bend line position vs. rolling Transversal Longitudinal Transversal Longitudinal Raex 400 2.5 6 3.0 3.0 9 9 15 Raex 400 (6) 20 3.0 4.0 9 11 15 Raex 450 3 20 4.0 5.0 11 13 15 Raex 500 5 20 10.0 23 27 Recommended limit values for bending. If you wish to bend plates more than 20 mm thick we recommend consulting our Customer Service. Our Customer Service is happy to give you further information Sales, technical support info.metals@ruukki.com Rautaruukki Corporation, P.O. Box 138, FI-00811 Helsinki, Finland. tel. +358 20 5911 www.ruukki.com This data sheet is accurate to the best of our knowledge and understanding. Although every effort has been made to ensure accuracy, the company cannot accept responsibility for any loss, damage or other consequence resulting from the use of this publication. We reserve the right to make changes. Copyright 2007 Rautaruukki Corporation. All rights reserved. Ruukki, More With Metals, Rautaruukki, Laser, Raex and Multisteel are trademarks of Rautaruukki Corporation. Optim is a registered trademark of Rautaruukki Corporation.