| 考虑率效应的混凝土压剪强度及破坏准则试验研究 |
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| 引用本文： | 肖洋,彭刚,王乾峰,罗曦.考虑率效应的混凝土压剪强度及破坏准则试验研究[J].水利水运工程学报,2018,0(4):46-53. |
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| 作者姓名： | 肖洋 彭刚 王乾峰 罗曦 |
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| 作者单位： | 1.防灾减灾湖北省重点实验室(三峡大学)，湖北 宜昌 443002 |
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| 基金项目： | 国家自然科学基金资助项目（51579139， 51279092）； 三峡大学硕士学位论文培优基金资助项目（2018SSPY025） |
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| 摘 要： | 利用TAZW-1000大型多功能静动力三轴仪对5种不同加载速率、6种不同法向应力作用下的混凝土进行抗剪试验，分析法向应力和加载速率对混凝土抗剪性能的影响，并基于Bresler-Pister静态强度准则，提出了考虑率效应的混凝土压剪强度准则。研究结果表明:混凝土的剪切强度随法向压力增大呈线性分阶段增大，在一定法向压力范围内剪切强度增幅近似呈直线，然后增幅开始减小；压剪共同作用下混凝土动态抗剪强度提高的主要因素是法向压力的增加，而加载速率对其影响不大。随着法向压力增大，混凝土率效应增强；基于Bresler-Pister静态强度提出的混凝土动态压剪强度准则与试验数据吻合较好，可为动态压剪作用下混凝土强度准则的提出提供参考。
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| 关 键 词： | 混凝土 动态性能 剪切 率效应 强度准则 |
| 收稿时间： | 2017-11-03 |
Experimental studies on compressive shear strength and failure criterion of concrete considering rate effect |
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| XIAO Yang,PENG Gang,WANG Qianfeng and LUO Xi.Experimental studies on compressive shear strength and failure criterion of concrete considering rate effect[J].Hydro-Science and Engineering,2018,0(4):46-53. |
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| Authors: | XIAO Yang PENG Gang WANG Qianfeng and LUO Xi |
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| Affiliation: | 1.Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang 443002, China2.College of Civil Engineering & Architecture, China Three Gorges University, Yichang 443002, China |
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| Abstract: | The shear test studies of concrete under five different loading rates and six different normal stresses are carried out by a dynamic and static three axis apparatus, the effects of stress and loading rate on the shear performance of the concrete are analyzed in this paper. Based on the Bresler-Pister static strength criterion, the shear strength criterion of the concrete considering the rate effect is put forward. The analysis results show that the shear strength of the concrete with the normal pressure increases linearly in stages, within a certain range of the normal compressive stress, the shear strength increases approximately in a straight line, and the magnitude of the increase begins to decrease when the shear strength exceeds a certain range; under the conditions of the compression and shear, the main factor in improving the dynamic shear strength of concrete is the increase of the normal pressure, and the loading rate has a little influence on it. The rate effect of the concrete increases with the increase in the normal pressure; and the dynamic shear strength criterion of the concrete based on the Bresler-Pister quasi static strength is in good agreement with the experimental data, which can provide references for the strength criterion of the concrete under the actions of the dynamic pressures. |
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