| 矩形截面型钢混凝土梁抗弯承载力计算方法探讨 |
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| 引用本文： | 王庆利,康清梁,曹平周.矩形截面型钢混凝土梁抗弯承载力计算方法探讨[J].河海大学学报(自然科学版),2002,30(3):103-105. |
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| 作者姓名： | 王庆利 康清梁 曹平周 |
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| 作者单位： | 1. 沈阳建筑工程学院土木工程系,辽宁,沈阳,110015
2. 河海大学土木工程学院,江苏,南京,210098 |
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| 摘 要： | 针对矩形截面型钢混凝土梁抗弯承载力现行计算方法存在的问题进行了研究，提出了以等效应力法为基础的此类型钢混凝土梁的抗弯承载力的新的计算方法。新方法与现行方法比较，计算公式的推导更为简洁顺畅，公式适用范围更广。本文方法可供制订有关规范参考。
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| 关 键 词： | 计算 型钢混凝土 梁 抗弯承载力 等效应力法 |
| 文章编号： | 1000-1980(2002)03-0103-03 |
| 修稿时间： | 2000年11月20 |
Calculation Method for Bending Strength of Reinforced Concrete Beams with Rectangular Cross-Section |
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| WANG Qing li ,KANG Qing liang ,CAO Ping zhou.Calculation Method for Bending Strength of Reinforced Concrete Beams with Rectangular Cross-Section[J].Journal of Hohai University (Natural Sciences ),2002,30(3):103-105. |
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| Authors: | WANG Qing li KANG Qing liang CAO Ping zhou |
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| Institution: | WANG Qing li 1,KANG Qing liang 2,CAO Ping zhou 2 |
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| Abstract: | Based on the equivalent stress method, a new method for calculation of bending strength of reinforced concrete beams with rectangular cross section is presented, and corresponding formulas are derived. Compared with the current method, the present method has a wide scope of application, and can be used for the formulation of relevant standards. |
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| Keywords: | reinforced concrete beams bending strength assumption for calculation equivalent stress method |
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