| contributor author | Robert Levy | |
| date accessioned | 2017-05-08T22:28:08Z | |
| date available | 2017-05-08T22:28:08Z | |
| date copyright | January 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9399%281990%29116%3A1%2818%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81108 | |
| description abstract | The structural optimization problem of minimizing the weight of beams and orthotropic plates on elastic foundation for a given critical buckling load is formulated and solved. The cross‐sectional area and thickness variations are sought for the beam and plate problems, respectively. Optimality conditions are first derived via variational calculus, and the semianalytical truncated Fourier series approach is used to obtain optimal designs that indicate up to 50% increase in buckling load for the beam and about 112% increase in buckling load for the plate. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling Optimization of Beams and Plates on Elastic Foundation | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 1 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1990)116:1(18) | |
| tree | Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 001 | |
| contenttype | Fulltext | |
