| A RIGOROUS SOLUTION FOR THE AXISYMMETRICAL BUCKLING OF SIMPLY SUPPORTED CYLINDRICAL SANDWICH SHELLS UNDER AXIAL LOAD |
| |
| 作者姓名： | 王震鸣 戴涪陵 |
| |
| 作者单位： | Institute of Mechanics，Academia Sinica，Beijing，Institute of Mechanics，Academia Sinica，Beijing |
| |
| 摘 要： | In this paper,based on ref1],the axisymmetrical buckling of simply supportedcylindrical sandwich shells under the action of uniform axial load is solved by a rigorousmethod.The classical theory of shells is used for the two face sheets and the core isconsidered as a three-dimensional elastic body.A series of transcendental equations areobtained,from which the critical loads can be calculated by numerical methods.Numericalexamples are given to compare with the solutions of sandwich shell theories.
|
| 收稿时间： | 1984-02-16 |
A rigorous solution for the axisymmetrical buckling of simply supported cylindrical sandwich shells under axial load |
| |
| Wang Zhen-ming,Dai Fu-ling.A RIGOROUS SOLUTION FOR THE AXISYMMETRICAL BUCKLING OF SIMPLY SUPPORTED CYLINDRICAL SANDWICH SHELLS UNDER AXIAL LOAD[J].Applied Mathematics and Mechanics(English Edition),1985,6(2):157-168. |
| |
| Authors: | Wang Zhen-ming Dai Fu-ling |
| |
| Institution: | Institute of Mechanics, Academia Sinica, Beijing |
| |
| Abstract: | In this paper, based on ref. 1] the axisymmetrical buckling of simply supported cylindrical sandwich shells under the action of uniform axial lood is solved by a rigorous method. The classical theory of shells is used for the two face sheets and the core is considered as a three-dimensional elastic body. A series of transcendental equations are obtained, from which the critical loads can be calculated by manericai methods. Numerical examples are given to compare wit h the solutions of sandwich shell theories. |
| |
| Keywords: | |
| 本文献已被 CNKI SpringerLink 等数据库收录！ |
| 点击此处可从《应用数学和力学(英文版)》浏览原始摘要信息 |
| 点击此处可从《应用数学和力学(英文版)》下载免费的PDF全文 |
