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报告了 1 2个试件的抗剪极限承载力试验。试验结果表明 ,在单调静力荷载条件下 ,单面连接角焊缝有良好的承载和变形性能 ,对H形截面钢构件腹板剪切失稳后的极限承载力的不利影响很小 ,可以按照钢结构设计规范有关规定计算腹板抗剪极限承载力。
Reported the shear test of 12 specimens. The experimental results show that under the condition of monotonic static load, the fillet welds with one side connection have good bearing and deformation performance, and have little adverse effect on the ultimate bearing capacity after the shear instability of H-section steel members, Calculate the ultimate bearing capacity of webs in accordance with the relevant provisions of the steel structure design code.