弯-剪-扭复合作用下考虑扭转翘曲的U形薄壁混凝土梁设计方法

许见超1,2郭全全2陈圣刚2,3刁波2班新林1

Design Method of U-shaped Thin-walled Concrete Girders under Combined Effect of Bending-Shear-Torsion Considering Torsional Warping Effect

XU JianchaoGUO QuanquanCHEN ShenggangDIAO BoBAN Xinlin
摘要:
基于弯-剪-扭复合作用下U形薄壁混凝土梁的试验和数值模拟参数分析研究成果,提出U形梁约束扭转内力翘曲弯矩Mω和翘曲扭矩Tω的等效方法,进而提出弯剪扭复合作用下考虑扭转翘曲的U形薄壁混凝土梁设计方法。对考虑扭转翘曲、不考虑扭转翘曲2种情况下的设计内力和计算极限荷载的结果进行对比分析。结果表明:2种情况下所得到的设计内力在内力类别和数值上均差异显著;当扭弯比较小(约小于1∶8)时,忽略扭转翘曲时得到的极限荷载计算值偏大;当扭弯比较大(约大于1∶8)时,忽略扭转翘曲时得到的极限荷载计算值偏小。
Abstracts:
Based on the experimental and numerical simulation results of U-shaped thin-walled concrete girders under combined actions of bending, shear and torsion, an equivalent method of warping moment Mω and warping torque Tω is proposed, and then a design method of U-shaped thin-walled concrete girders under effect of combined bending-shear-torsion considering torsional warping is proposed. The differences on internal forces and calculated ultimate loads are analyzed between cases of considering and non-considering torsional warping respectively. The results show that there are significant differences both on the types and values of internal forces; when the torque-bending moment ratio is small (about<1∶8), the non-warping calculated ultimate load is relatively larger, and when the torque-bending moment ratio is large (about>1∶8), the nonwarping calculated ultimate load is relatively smaller.
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引文 / Ref:
许见超,郭全全,陈圣刚,等.弯-剪-扭复合作用下考虑扭转翘曲的U形薄壁混凝土梁设计方法[J].城市轨道交通研究,2021,24(7):41.
XU Jianchao,GUO Quanquan,CHEN Shenggang,et al.Design method of U-shaped Thin-walled concrete girders under combined effect of Bending-Shear-Torsion considering torsional warping effect[J]. Urban Mass Transit,2021,24( 7 ):41.
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