| contributor author | W. R. Spillers | |
| contributor author | Robert Levy | |
| date accessioned | 2017-05-08T20:53:41Z | |
| date available | 2017-05-08T20:53:41Z | |
| date copyright | March 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A3%28850%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30812 | |
| description abstract | This paper extends Keller's classic solution for the optimal design of columns to the case of plates. After the introduction of nondimensional variables, a calculus of variations technique is used to derive an optimality condition, which states that “the strain‐energy density is proportional to the thickness of an optimal plate design.” The case of a simply supported plate is then discussed, using a truncated Fourier series solution. For a square, isotropic plate, the buckling load of the optimal design is larger than that of the uniform plate by a factor of | |
| publisher | American Society of Civil Engineers | |
| title | Optimal Design for Plate Buckling | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:3(850) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003 | |
| contenttype | Fulltext | |
