| 采用ANSYS分析方柱-T形薄壁柱局部转换节点的受力特征 |
| |
| 引用本文： | 袁志仁,肖德周,沙勇.采用ANSYS分析方柱-T形薄壁柱局部转换节点的受力特征[J].长春工程学院学报(自然科学版),2001,2(4):33-36,57. |
| |
| 作者姓名： | 袁志仁 肖德周 沙勇 |
| |
| 作者单位： | 1. 长春工程学院,土木一系,长春,130012
2. 合生创展集团规化设计部,广州,510000 |
| |
| 摘 要： | 文中采用有限元分析程序ANSYS对三个钢筋混凝土方柱-T形薄壁柱局部转换节点在竖向荷载作用下的受力性能进行分析,得出了转换梁的加腋高度不仅影响自身的承载能力,还对其上的薄壁柱的应力状态有直接影响的结论.展示了有限元分析应用于工程设计内力计算的方法.
|
| 关 键 词： | 有限元 ANSYS 钢筋混凝土 T形薄壁柱 局部转换节点 |
| 文章编号： | 1009-8984(2001)04-0033-04 |
| 修稿时间： | 2001年10月12日 |
Finite element analysis of the behavior of RC local transfer joints from square column to T-shaped wall under vertical loads |
| |
| YUAN Zhi-ren,et al..Finite element analysis of the behavior of RC local transfer joints from square column to T-shaped wall under vertical loads[J].Journal of Changchun Institute of Technology(Natural Science Edition),2001,2(4):33-36,57. |
| |
| Authors: | YUAN Zhi-ren |
| |
| Abstract: | Based on finite element analysis of three RC specimens of local transfer joints from square column to T-shaped wall under vertical loads, fundamental behaviors of the joints are achieved, and a conclusion is reached, that is, the armpit height has effects not only on the loading capacity of the transfer beam but also on the stress states of the T-shaped wall. What' s more the paper illustrates the method of applying finite element analysis to the calculation of internal forces in design. |
| |
| Keywords: | finite element ANSYS reinforced concrete T-shaped wall local transfer joint |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
