| 带裂纹的简支梁（板）的全塑性解 |
| |
| 引用本文： | 宋力,朱立军,赵丹耀.带裂纹的简支梁（板）的全塑性解[J].沈阳理工大学学报,1996(2). |
| |
| 作者姓名： | 宋力 朱立军 赵丹耀 |
| |
| 作者单位： | 沈阳工业学院专科学校 |
| |
| 基金项目： | 辽宁省教委基础研究项目 |
| |
| 摘 要： | 给出了带裂纹简支梁和带裂纹对边简支板的线弹性解和全塑性解，所考虑的材料是符合Ｒａｍｂｅｒｇ—Ｏｓｇｏｏｄ本构律的材料，并给出了这种构件的弹塑性断裂分析的弹塑性评定方程，这些数据可供工程设计人员在设计中使用
|
| 关 键 词： | 弹塑性断裂，工程方法，裂纹，简支梁，全塑性 |
Fully Plastic Solutions of Simply-Supported Beams and Plates Simply-Supported at Opposite Side with Cracks |
| |
| Song Li,Zhu Lijun,Zhao Danyao.Fully Plastic Solutions of Simply-Supported Beams and Plates Simply-Supported at Opposite Side with Cracks[J].Transactions of Shenyang Ligong University,1996(2). |
| |
| Authors: | Song Li Zhu Lijun Zhao Danyao |
| |
| Abstract: | The linearly elastic solutions and fully plastic solutions of simply-supported beams and plates simply-supported at the opposite side with cracks are presented in this paper.Materials described with the Ramberg-Osgood constitutive law is being considered.The evaluational equations for elastic-plastic fracture analysis are also given.The data can be used in enginerring by engineers. |
| |
| Keywords: | elastic-plastic fracture engineering approach crack simply beams fully plastic |
| 本文献已被 CNKI 等数据库收录！ |
