Experimental Study of Shear Behavior for PC Members Subjected to Axial Tension Bending and Shear

机译：PC构件受轴向拉伸和剪切的剪切行为的实验研究

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Based on the shear resistance test results of four PC members subjected to axial tension bending and shear, the formulas for calculating shear cracking and the shear strength of this kind of member are presented. The calculated values agree well with the experimental data. The stirrup strains and the widths of web-shear cracks are also analyzed in this paper.

机译：根据四个承受轴向拉伸弯曲和剪切的PC构件的抗剪试验结果，给出了计算此类构件的剪切开裂和剪切强度的公式。计算值与实验数据吻合良好。本文还分析了箍筋应变和腹板剪切裂缝的宽度。

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来源
《Progress in Safety Science and Technology Vol.3 Pt.A》|2002年|p.413-418|共6页
会议地点 Tai'an, China
作者
LU Wenliang; ZHANG Kaijing;
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作者单位

School of Civil Engineering and Architecture Northern Jiaotong University Beijing 100044 China;

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prestressed concrete; member subjected to tension bending and shear; shear crack; shear strength;

机译：预应力混凝土;受拉弯曲和剪切的构件；剪切裂纹剪切强度;

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4. Experimental Study of Shear Behavior for PC Members Subjected to Axial Tension Bending and Shear [C] . 2002 International Symposium on Safety Science and Technology (2002 ISSST) Vol.3 Pt.A Oct 10-13, 2002 Tai'an, China . 2002

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Experimental Study of Shear Behavior for PC Members Subjected to Axial Tension Bending and Shear

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