| 混凝土L形截面柱抗剪承载力的试验研究 |
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| 引用本文： | 冯建平,陈谦.混凝土L形截面柱抗剪承载力的试验研究[J].华南理工大学学报(自然科学版),1995,23(1):68-75. |
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| 作者姓名： | 冯建平 陈谦 |
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| 作者单位： | 华南理工大学建筑工程系，广州市房地产开发设计院 |
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| 摘 要： | 本文论述了１５根Ｌ形截面柱的受剪试验情况，讨论分析其破坏特点及剪跨比、轴压比等因素对抗剪承载力的影响，根据试验结果回归出受剪承载力公式，并进一步推导出适合工程设计使用的受剪承载力公式。
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| 关 键 词： | 钢筋混凝土 L形截面柱 柱 承载能力 |
THE EXPERIMENT STUDY ON SHEAR STRENGTH OF L-SHAPED COLUMNS |
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| Feng Jianping, Chen Qian, Li Zhizhong.THE EXPERIMENT STUDY ON SHEAR STRENGTH OF L-SHAPED COLUMNS[J].Journal of South China University of Technology(Natural Science Edition),1995,23(1):68-75. |
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| Authors: | Feng Jianping Chen Qian Li Zhizhong |
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| Abstract: | By the testing of 15 coiumns with L--shaped section, the effects of axial force, shear span--effective depth ratio on the shear bearing capacity and the damage character have been discussed. A shear bearing capacity formula has been deduced based on the results of the test. Finally, a bearing capacity design formula is proposed in this paper. |
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| Keywords: | s: reinforced concrete bearing capacity shear |
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