| contributor author | K. Chandrashekhara | |
| contributor author | K. S. Nanjunda Rao | |
| date accessioned | 2017-05-08T22:37:56Z | |
| date available | 2017-05-08T22:37:56Z | |
| date copyright | June 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9399%281996%29122%3A6%28575%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84431 | |
| description abstract | An exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value problem is reduced to Bessel's differential equation. Numerical results are presented for different thickness to mean radius ratios and semicentral angles of the shell panel. Classical and first-order shear deformation orthotropic shell theories have been examined in comparison with the present elasticity solution. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 6 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1996)122:6(575) | |
| tree | Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 006 | |
| contenttype | Fulltext | |