Warping not only one of the most important phenomena in steel section it is also considered as the most complicated phenomena. Ductility, bearing capacity and serviceability of steel sections may affect by increasing stress concentration of the normal stresses due to warping. In the present work, simulation of steel beam section under effect of warping is studied. Two cantilevers connected to two columns in opposite sides with a middle steel beam-column connection to create different moments on the beam to investigate the behavior of steel section under warping using building information modeling. It is found that the stress strain relationship has four groups depending on the load intensity and the angle of rotation induced due to warping.
A. J. Almosawi, A. A. M. R. Hiswa, and T. S. Ali, “Behavior of L-shaped steel angle under prying force using Revit program,” Pollack Period., vol. 18, no. 2, pp. 12–16, 2023.
ANSI/AISC 360-16:2016, Specification for Structural Steel Buildings, An American National Standard, 2016.
Building Information Modeling using Revit Program. [Online]. Available: www.autodesk.com. Accessed: Nov. 25, 2023.
K. Jármai and M. Petrik, “Optimization of asymmetric I-beams for minimum welding shrinkage,” Pollack Period., vol. 16, no. 3, pp. 39–44, 2021.
S. Nemer and F. Papp, “Influence of imperfections in the buckling resistance of steel beam-columns under fire,” Pollack Period., vol. 16, no. 2, pp. 1–6, 2021.
Y. Cai, A. Ling, and X. Lv, “Lateral-torsional buckling of cantilever steel beams under 2 types of complex load,” Appl. Sci., vol. 13, no. 10, 2023, Art no. 5830.
A. F. Hughes, D. C. IIes, and A. S. Malik, “Design of steel beam in torsion,” Technical report, no. SCI P385, The Steel Construction Institute, Berkshire, UK, 2022.
A. J. Almosawi and K. S. Suhail, “Effect of penetration depth on the behavior of walling beam sheet piles using finite element method,” Int. J. Sci. Eng. Res., vol. 10, no. 6, pp. 941–952, 2019.
T. Björk, A. Ahola, and T. Skriko, “On the distortion and warping of cantilever beams with hollow section,” Welding World, vol. 69, pp 1269–1278, 2020.
T. J. de la Croix Kombate and K. Taşkın, “State-of-the-art review on the behavior of T-stubs and prying action,” J. Construct. Steel Res., vol. 191, 2022, Art no. 107203.