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通过试验分析，研究了高强混凝土无腹筋构件在弯剪扭复合作用下的破坏形态、开裂荷载及其相关关系，极限承载力及其相关关系，并提出了极限承载力的计算公式。
Through the test analysis, the failure mode, cracking load and its relationship, ultimate bearing capacity and their correlations of high-strength concrete members without web reinforcement under bending, shearing and torsion were studied, and the calculation formula of ultimate bearing capacity was proposed.