Technical Papers
Jan 31, 2017

Initial Residual Stresses in Hot-Rolled Wide-Flange Shapes: A Computational Technique and Influence on Structural Performances

Publication: Journal of Structural Engineering
Volume 143, Issue 5

Abstract

Wide-flange members are hot-rolled to their final shapes and subsequently air-cooled, during which residual stresses are developed due to nonuniform cooling. Both global and local flange-buckling strengths and the seismic performance of W-shaped columns are influenced by initial residual stresses (IRSs). Hence, it is essential to accurately predict the magnitude and distribution of IRSs to investigate their influence on structural performance. However, most of the literature either ignores IRSs or assumes their simplified distribution. This study developed a simple computational scheme to simulate IRSs and their distribution in hot-rolled W shapes. The IRS simulation technique is validated against the measured data in the literature for different W-shape sizes. Good conformity is observed between the simulated and measured data. IRSs due to uneven cooling can be as high as one-half of the yield stress and can significantly affect the load-carrying capacity and deformation of W-shaped members. The numerical scheme developed provides a simple experimentally validated technique for simulating IRSs in hot-rolled W shapes for use in structural analysis and design of moment-resisting connections and frames.

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References

Abambres, M., and Quach, W. M. (2016). “Residual stresses in steel members: A review of available analytical expressions.” Int. J. Struct. Integr., 7(1), 70–94.
AISC. (1994). Manual of steel construction: Load and resistance factor design—Volume I: Structural members, specifications and codes, 2nd Ed., Chicago.
AISC. (2010). “Specification for structural steel buildings.” ANSI/AISC Standard 360–10, Chicago.
Alpsten, G. A. (1968). “Thermal residual stresses in hot-rolled steel members.”, Lehigh Univ., Bethlehem, PA.
Alpsten, G. A. (1972). “Prediction of thermal residual stresses in hot-rolled plates and shapes of structural steel.”, Swedish Institute of Steel Construction, Stockholm, Sweden.
ANSYS 14.5 [Computer software]. ANSYS, Canonsburg, PA.
ASTM. (2006). “Standard specification for general requirements for rolled structural steel bars, plates, shapes, and sheet piling.” ASTM A6/A6M, West Conshohocken, PA.
ASTM. (2014). “Standard specification for carbon structural steel.” ASTM A36/A36M-14, West Conshohocken, PA.
Beedle, L. S., and Tall, L. (1960). “Basic column strength.” J. Struct. Div., 86(7), 139–173.
Boley, B. A., and Weiner, J. H. (1960). Theory of thermal stress, Wiley, Hoboken, NJ.
Brickstad, B., and Josefson, B. L. (1998). “A parametric study of residual stresses in multi-pass butt-welded stainless steel pipes.” Int. J. Press. Vessels. Pip., 75(1), 11–25.
BSK (Blekinge Studentkår). (2003). “Swedish design rules for steel structures.” BSK 99, Boverket, Karlskrona.
CEN (European Committee for Standardization). (2005a). “Design of steel structures. Part 1-1: General rules and rules for buildings.”, Brussels, Belgium.
CEN (European Committee for Standardization). (2005b). “Design of steel structures. Part 1-2: General rules—Structural fire design.”, Brussels, Belgium.
Clarin, M. (2004). “High strength steel: Local buckling and residual stresses.” Ph.D. thesis, Lulea Univ. of Technology, Lulea, Sweden.
Comini, G., and Guidice, D. (1974). “Finite element solutions of non-linear heat conduction problems with special reference to phase change.” Int. J. Numer. Methods Eng., 8(3), 613–624.
Ding, H., Li, L., Yang, C., Song, D., and Du, L. (2006). “Microstructures of an ultrafine grained SS400 steel in an industrial scale.” J. Mater. Sci. Technol., 22(2), 145–148.
Ding, Y. (2000). “Residual stresses in hot-rolled solid round steel bars and their effect on the compressive resistance of members.” M.S. thesis, Univ. of Windsor, Windsor, ON, Canada.
ECCS (European Convention for Constructional Steelwork). (1984). “Ultimate limit states calculations of sway frames with rigid joints.”, European Convention For Constructional Steelwork, Brussels, Belgium, 20.
Fallahi, A. (2002). “Microstructure-properties correlation of dual phase steels produced by controlled rolling process.” J. Mater. Sci. Technol., 18(5), 451–454.
Fa-rong, Y., and Shang-li, W. (1985). “Transient-temperature and residual-stress fields in axisymmetric metal components after hardening.” J. Mater. Sci. Technol., 1(10), 851–856.
Fourier, J. (1955). Analytical theory of heat, Dover Publications, New York.
Fujita, Y. (1955). “The magnitude and distribution of residual stress.”, Lehigh Univ., Bethlehem, PA.
Galambos, T. V., and Ketter, R. L. (1959). “Columns under combined bending and thrust.” J. Eng. Mech. Div. ASCE, 85(2), 1–30.
Harmathy, T. Z., and Stanzak, W. W. (1970). “Elevated-temperature tensile and creep properties of some structural and prestressing steels.” ASTM STP 464, ASTM, West Conshohocken, PA.
Hu, G., Morovat, M. A., Lee, J., Eschell, E., and Engelhardt, M. (2009). “Elevated temperature properties of ASTM A992 steel.” Proc., ASCE Structures Congress, Vol. 9, ASCE, Reston, VA, 1–10.
Huber, A., and Beedle, L. S. (1954). “Residual stress and the compressive strength of steel.” Weld. J., 33(12), 589.
Huber, A. W. (1956). “The influence of residual stress on the instability of columns.” Ph.D. thesis, Lehigh Univ., Bethlehem, PA.
Jahanian, S. (1995). “Residual and thermoelastoplastic stress distributions in a heat treated solid cylinder.” Mater. High. Temp., 13(2), 103–110.
Kamamoto, S., Nihimori, T., and Kinoshita, S. (1985). “Analysis of residual stress and distortion resulting from quenching in large low-alloy steel shafts.” J. Mater. Sci. Technol., 1(10), 798–804.
Ketter, R. L. (1958). “The influence of residual stress on the strength of high strength steel.”, Lehigh Univ., Bethlehem, PA.
Ketter, R. L., Kaminsky, F. L., and Beedle, L. S. (1955). “Plastic deformation of wide-flange beam columns.” Proc., American Society of Civil Engineers, ASCE, Reston, VA, Vol. 79(11), 1019.
Kim, N. J., Yang, A. J., and Thomas, G. (1985). “Effect of finish rolling temperature on the structure and properties of directly quenched Nb containing low carbon steel.” Metall. Trans. A, 16(3), 471–474.
Kozak, B., and Dzierzawski, J. (2002). “Continuous casting of steel: Basic principles, AISI Learning Center, Washington, DC.
Lamarche, C. P., and Tremblay, R. (2011). “Seismically induced cyclic buckling of steel columns including residual-stress and strain-rate effects.” J. Constr. Steel Res., 67(9), 1401–1410.
Lammi, C. J. (2009). “The effects of processing residual stresses on the fatigue crack growth behavior of structural materials.” Ph.D. thesis, Worcester Polytechnic Institute, Worcester, MA.
Lu, A. Y. C., and MacRae, G. A. (2011). “Residual stress effects on the seismic performance of low-rise steel frames.” Proc., 9th Pacific Conf. on Earthquake Engineering: Building an Earthquake-Resistant Society, New Zealand Society for Earthquake Engineering, Inc., Wellington, New Zealand.
Luxion, W. W., and Johnstone, B. G. (1948). “Plastic behavior of wide flange beams.” Weld. J., 27(11), 538s–554s.
Mathur, K., Fahnestock, L. A., Okazaki, T., and Parkolap, M. J. (2012). “Impact of residual stresses and initial imperfections on the seismic response of steel moment frames.” J. Struct. Eng., 942–951.
Newell, J. D. (2008). “Cyclic behavior and design of steel columns subjected to large drift.” Ph.D. thesis, Univ. of California, San Diego.
Nishino, F., and Tall, L. (1967). “Residual stress and the local buckling strength of steel columns.”, Lehigh Univ., Bethlehem, PA.
Nyashin, Y. I. (1982). “Examination of residual stresses in hot-rolled flange beams and their effect on beam stability.” Strength Mater., 14(2), 258–261.
Okazaki, T. O., Parkolap, M., and Fahnestock, L. A. (2009). “Interface of the direct analysis method and seismic design.” Proc., ASCE Structures Congress 2009, Austin, TX.
Quach, W. M. (2005). “Residual stresses in cold-formed steel sections and their effect on column behavior.” Ph.D. thesis, Hong Kong Polytechnic Univ., Hong Kong.
Quach, W. M., Teng, J. G., and Chung, K. F. (2006). “Finite element predictions of residual stresses in press-braked thin-walls steel sections.” Eng. Struct., 28(11), 1609–1619.
Real, P. M. M. V., Cazeli, R., Silva, L. S. D., Santiago, A., and Piloto, P. (2004). “The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature.” J. Constr. Steel Res., 60(3–5), 783–793.
Russel, T. F. (1936). “Some mathematical considerations on the heating and cooling of steel.”, Iron and Steel Instutute, London.
Scott, C. S., and Kozluk, M. J. (2002). “A finite element analysis of the residual stresses incurred during bending of pipes.” Proc., ASME 2002 Pressure Vessels and Piping Conf. (Paper No. PVP2002-1289), ASME, New York.
Shamsundar, N., and Sparrow, E. M. (1975). “Analysis of multidimensional conduction phase change via the enthalpy model.” J. Heat Trans., 97(3), 333–340.
Spoorenberg, R. C., Snijder, H. H., and Hoenderkamp, J. C. D. (2011). “Finite element simulations of residual stresses in roller bent wide flange sections.” J. Constr. Steel Res., 67(1), 39–50.
Tall, L. (1964). “Recent developments in the study of column behavior.” J. Inst. Eng., 36(12), 319–333.
Tanaka, T. (1981). “Controlled rolling of steel plate and strip.” Int. Mater. Rev., 26(1), 185–212.
Toparli, M., and Aksoy, T. (1991). “Calculation of residual stresses in cylindrical steel bars quenched in water from 600°C.” Proc., AMSE Conf., New Delhi, India.
Toribio, J. (1998). “Residual stress effects in stress-corrosion cracking.” J. Mater. Eng. Perform., 7(2), 173–182.
Trahair, N. S. (1993). Flexural-torsional buckling of structures, E & FN Spon, London.
Venture, S. J. (1997). “Protocol for fabrication, inspection, testing and documentation of beam-column connection tests and other experimental specimens.”, Richmond, CA.
Wickström, U. (1979). “A computer program for temperature analysis of structures exposed to fire.”, Lund Institute of Technology, Lund, Sweden.
Wikander, L., Karlsson, L., Nasstrom, M., and Webster, P. (1994). “Finite element simulation and measurement of welding residual stresses.” Modell. Simul. Mater. Sci. Eng., 2(4), 845–864.
Yamada, K. (1988). “Transient thermal stresses in an infinite plate with two elliptic holes.” J. Therm. Stresses, 11(4), 367–379.
Yamashita, Y., and Minami, F. (2008). “Evaluation of residual stress effects on brittle fracture strength based on Weibull stress criterion.” J. ASTM Int., 5(6), 1–20.
Yang, C. H., Beedle, L. S., and Johnstone, B. G. (1952). “Residual stress and the yield strength of steel beams.” Weld. J., 31(4), 205s–229s.
Young, B. W. (1972). “Residual stresses in hot-rolled members.” IABSE Int. Colloquium on Column Strength, Vol.  85, International Association for Bridge and Structural Engineering, Zurich, Switzerland, 1–30.
Zhao, M. C., Yang, K., and Shan, Y. (2002). “The effects of thermo-mechanical control process on microstructures and mechanical properties of a commercial pipeline steel.” Mater. Sci. Eng. A, 335(1–2), 14–20.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 5May 2017

History

Received: Mar 14, 2016
Accepted: Oct 28, 2016
Published online: Jan 31, 2017
Published in print: May 1, 2017
Discussion open until: Jun 30, 2017

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Authors

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Shahriar Quayyum, A.M.ASCE [email protected]
Staff Scientist, Applied Research Associates, Inc., Raleigh, NC 27615 (corresponding author). E-mail: [email protected]
Tasnim Hassan
Professor, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

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