|
|||||
|
|
| L形截面柱双向纯弯曲力学分析 | |
| 引用本文： | 王宜飞,胡生苗. L形截面柱双向纯弯曲力学分析[J]. 山西建筑, 2010, 36(6): 73-74 |
| 作者姓名： | 王宜飞 胡生苗 |
| 作者单位： | 1. 江苏省连云港市建设监理有限责任公司,江苏,连云港,222001 2. 江苏省连云港市建筑设计研究院有限责任公司,江苏,连云港,222001 |
| 摘 要： | 针对L形截面柱在双向弯矩鸭，幔作用下发生的双向纯弯曲耦合问题采用逆解法和应力函数方程进行了求解，并且得出I形截面柱发生双向纯弯曲耦合现象的主要原因是截面的Iye≠0的结论。 |
| 关 键 词： | 异形柱框轻结构 L形截面柱 弹性力学 逆解法 |
On biaxial pure bending mechanical analysis of L-shape section column |
|
| WANG Yi-fei,HU Sheng-miao. On biaxial pure bending mechanical analysis of L-shape section column[J]. Shanxi Architecture, 2010, 36(6): 73-74 | |
| Authors: | WANG Yi-fei HU Sheng-miao |
| Affiliation: | WANG Yi-fei HU Sheng-miao |
| Abstract: | Aiming at the biaxial pure bending coupling problems of L-shape section column under the biaxial bending moment My and Mz, the paper adopts the inverse method and the stress function equation, and concludes the main reasons for the biaxial pure bending coupling prob- lems of L-shape section column is Iyzx=0 of the section. |
| Keywords: | light-weight framed structure with special shapes L-shape section column elasticity inverse method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |