Based on the section mechanical analysis of tested beams, a model is developed to predict the shear strength of reinforced concrete beams with and without web reinforcement.
本文介绍了截面分析理论的基本假定和混凝土材料破坏准则,给出了抗剪理论模型推导过程,并提出了基于截面分析抗剪承载力理论的计算公式。
参考来源 - 高强箍筋约束混凝土构件受剪承载力和变形性能研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Special emphasis is put upon the effects of the axial load level ratio and the web reinforcement ratio on ductility.
重点讨论了轴压比、配箍率对其延性的影响。
The analysis indicates that the shear span ratio exerts the most significant affection to the shear strength of steel fiber reinforced concrete beams without web reinforcement.
分析结果表明，剪跨比对钢纤维混凝土无腹筋梁抗剪强度的影响最大。
According to experimental results, an empirical relationship is suggested for predicting the ultimate shear strength of fiber reinforced concrete beams without web reinforcement.
根据实验结果，导出一个预测无腹筋钢纤维砼梁的抗剪强度经验回归公式。
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