| 钢筋混凝土圆截面梁正截面承载力计算 |
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| 引用本文： | 王琦,马爱民,胡正平. 钢筋混凝土圆截面梁正截面承载力计算[J]. 应用科技, 2004, 31(1): 51-53 |
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| 作者姓名： | 王琦 马爱民 胡正平 |
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| 作者单位： | 西安工业学院,建筑工程系,陕西,西安,710032 |
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| 摘 要： | 圆截面受弯构件是工程结构中常遇到的一种构件，现行的钢筋混凝土规范给出了圆截面梁全截面均匀配筋的计算方法．为了节约钢材，充分利用混凝土的抗压强度，推导了圆截面梁半圆不对称配筋的计算公式，并给出相应的适用条件。
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| 关 键 词： | 钢筋混凝土 圆截面梁 正截面承载力 计算 配筋 受弯构件 抗压强度 |
| 文章编号： | 1009-671X(2004)01-0051-03 |
| 修稿时间： | 2003-02-25 |
Calculation of carrying capacity of the normal section of a round section through reinforced concrete |
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| WANG Qi,MA Ai-min,HU Zheng-ping. Calculation of carrying capacity of the normal section of a round section through reinforced concrete[J]. Applied Science and Technology, 2004, 31(1): 51-53 |
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| Authors: | WANG Qi MA Ai-min HU Zheng-ping |
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| Abstract: | The formula of the carrying capacity of beam of a round section is given in China's design standard of reinforced concrete. In order to increase the strength of steel reinforcement and concrete,the formula of the carrying capacity of the normal section of a round section was derived, and the conditions related to the formula were given. |
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| Keywords: | reinforced concrete round section carrying capacity of normal section |
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