| 圆形截面混凝土偏心受压构件正截面承载能力计算方法 |
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| 引用本文： | 王晓菡,顾冬生,王国炎. 圆形截面混凝土偏心受压构件正截面承载能力计算方法[J]. 工业建筑, 2011, 41(11): 66-70 |
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| 作者姓名： | 王晓菡 顾冬生 王国炎 |
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| 作者单位： | 1. 江南大学环境与土木工程学院,无锡,214122
2. 无锡市民用建筑设计院有限公司,无锡,214072 |
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| 基金项目： | 国家自然科学基金项目(50908102); 江南大学环境与土木工程学院院长基金项目(yzjj1101) |
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| 摘 要： | 考虑圆形截面自身的特点以及截面受压区压应力的分布规律,采用数值积分的方法推导了截面受压区压应力合力作用点计算公式。在此基础上建立了新的正截面承载力计算方法。该方法计算精度较高,明显克服了规范公式在低轴压下结果偏于不安全,在高轴压下过于保守的不足。
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| 关 键 词： | 混凝土圆柱 偏心受压构件 正截面承载力计算 数值分析 |
CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD |
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| Wang Xiaohan Gu Dongsheng Wang Guoyan. CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD[J]. Industrial Construction, 2011, 41(11): 66-70 |
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| Authors: | Wang Xiaohan Gu Dongsheng Wang Guoyan |
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| Affiliation: | Wang Xiaohan1 Gu Dongsheng1 Wang Guoyan2(1.College of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China,2.Wuxi Civil Architectural Design Institute Co.LTD,Wuxi 214072,China) |
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| Abstract: | It is found that the calculated flexural capacity from formula provided in the code is significantly larger than the numerical results and test results when the axial load ratio is low,and is much smaller when the ratio is high.In order to overcome this deficiency,a new method is proposed to calculate flexural capacity,in which the characteristic of circular section and the stress distribution of the section are considered.The calculated results agree well with numerical results. |
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| Keywords: | RC circular columns eccentric compression members flexural capacity of normal section numerical analysis |
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