| 任意载荷作用下工字钢截面最大应力位置的数学证明 |
| |
| 引用本文： | 董文堂.任意载荷作用下工字钢截面最大应力位置的数学证明[J].黄石理工学院学报,2001,17(2):3-4,45. |
| |
| 作者姓名： | 董文堂 |
| |
| 作者单位： | 黄石高等专科学校, |
| |
| 摘 要： | 工字钢受载后横截面上最大应力位置在固体力学中已有结果，本文用数学解析函数理论证明了力学得出的结果，完善了相关理论，为合理应用工字钢截面结构提供了可靠的理论基础。
|
| 关 键 词： | 工字钢截面 最大应力位置 数学证明 任意载荷 解析函数 工程力学 |
| 文章编号： | 1008-8245(2001)02-0003-02 |
A MATHEMATICAL PROOF ON THE LOCATION OF MAXIMUM STRESS AT THE CROSS SECTION OF FLANGED BEAM BY ARBITRARY LOAD |
| |
| Dong Wentang.A MATHEMATICAL PROOF ON THE LOCATION OF MAXIMUM STRESS AT THE CROSS SECTION OF FLANGED BEAM BY ARBITRARY LOAD[J].Journal of Huangshi Institute of Technology,2001,17(2):3-4,45. |
| |
| Authors: | Dong Wentang |
| |
| Abstract: | Soild mechanics has shown the location of the maximum stress at the cross section of flanged beam acting load.Previous results of mechanics are demonstrated by a theory of analytic function of mathematics in this paper.It supplies a firm theory base for using exactly the structure of a flanged beam. |
| |
| Keywords: | Cross section of flanged beam location of maximum stress mathematical proof |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
