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| 钢筋砼双向弯曲构件的近似配筋计算 | |
| 引用本文： | 胡杰,张家迟,徐东红. 钢筋砼双向弯曲构件的近似配筋计算[J]. 黄石理工学院学报, 2006, 22(3): 50-52,57 |
| 作者姓名： | 胡杰 张家迟 徐东红 |
| 作者单位： | 1. 黄石理工学院土木建筑工程学院,湖北,黄石,435003 2. 黄石市精诚建设工程监理有限责任公司,湖北,黄石,435000 3. 黄石市建设工程交易管理中心,湖北,黄石,435000 |
| 摘 要： | 根据钢筋砼双向受弯构件的受力特征，采用相应有假设，利用正截面承载力计算理论和应力应变关系。得出了钢筋砼构件双向受弯时，中和轴位置的确定及配筋计算方法，同时对正截面承载力的校核也提出了建议，与现有的方法比较，具有概念明确，方法简单，实用的特点。 |
| 关 键 词： | 构件 双向弯曲 应力 应变 正截面承载力 |
| 文章编号： | 1008-8245（2006）03-0050-03 |
| 收稿时间： | 2005-09-25 |
| 修稿时间： | 2005-09-25 |
Calculation of Approximate Reinforcement of Rebar Concrete Compound Blending Component |
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| Hu Jie,Zhang Jiachi,Xu Donghong. Calculation of Approximate Reinforcement of Rebar Concrete Compound Blending Component[J]. Journal of Huangshi Institute of Technology, 2006, 22(3): 50-52,57 | |
| Authors: | Hu Jie Zhang Jiachi Xu Donghong |
| Affiliation: | 1. School of Civil Engineering, Huangshi Institute of Technology, Huangshi Hubei 435003; 2.Huangshi Jing Cheng Construction Engineering. Supervision Company Limited, Huangshi Hubei 435000; 3.Huangshi Construction Project Trading and Administration Center, Huangshi Hubei 435000 |
| Abstract: | In accordance with the stress-bearing characteristics of the compound blending component,the paper works out a method to define the place of neutral axis and calculate the reinforcement while it has compound blending.In the meantime,it also puts forward some proposals about proofread of the bearing capacity of normal section.Compared with the methods in existence,the new method has the following advantages: the concept is explicit and the method is simple and practical.An example shows that the method is precise enough in technical Application. |
| Keywords: | component compound blending stress strain bearing capacity of normal section |
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