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Experimental and Numerical Study on the Nonlinear Behavior of Strengthened Beams Under High Preload
Jingxian Zhao,Hongbo Liu,Zhihua Chen,Shishuo Zhang 한국강구조학회 2021 International Journal of Steel Structures Vol.21 No.5
The behavior of the H-beam strengthened with welded T-beam is tested and simulated to investigate the nonlinear behavior of fl exural members strengthened under high preload. Experimental result reveals that for the four specimens that fails predominantly by fl exural yielding, the increase in the preload results in a reduction in both the yield load and the ultimate load when the preload ratio exceeds 0.75. In the parametric numerical analysis, the eff ect of heat input is considered by means of indirect thermal-structural coupling analysis. At each preload ratio, the infl uence of the aspect ratio, which is defi ned as the ratio between section height and width, is studied. Results show that as the aspect ratio decreases, the discrepancy between the ultimate load of preloaded and unpreloaded beams increases. An empirical formula is proposed to calculate the reduction of ultimate load for beams aff ected from diff erent preload ratios considering various aspect ratios. Further studies are conducted on the welding safety. It is demonstrated that beam with the section larger than WH100 × 100 × 10 × 10 may be welded under high load safely when the preload ratio is < 0.97. What’s more, the approaches to calculate residual defl ection and increments of defl ection during welding process are proposed and verifi ed to be eff ective. Finally, the proposed theoretical method to calculate design bearing capacity of reinforced beams may be utilized to increase the accuracy of design process.