| contributor author | T. Q. Ye | |
| contributor author | R. H. Gallagher | |
| date accessioned | 2017-05-08T23:14:46Z | |
| date available | 2017-05-08T23:14:46Z | |
| date copyright | June, 1983 | |
| date issued | 1983 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26217#315_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/96659 | |
| description abstract | The governing differential equations and the virtual work expressions for the large displacement analysis of thin arches of arbitrary shape, subjected to pressure loads, are derived. The virtual work expressions are employed as the basis for formulation of finite element stiffness equations. Classical solutions are obtained, from the differential equations, for the buckling of circular rings under uniform “follower” (hydrostatic) and “dead” (constant direction) pressure loadings. Finite element solutions are calculated for elliptical rings for a wide range of axis ratios. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Instability Analysis of Pressure-Loaded Thin Arches of Arbitrary Shape | |
| type | Journal Paper | |
| journal volume | 50 | |
| journal issue | 2 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3167038 | |
| journal fristpage | 315 | |
| journal lastpage | 320 | |
| identifier eissn | 1528-9036 | |
| keywords | Pressure | |
| keywords | Arches | |
| keywords | Shapes | |
| keywords | Differential equations | |
| keywords | Finite element analysis | |
| keywords | Hydrostatics | |
| keywords | Stress | |
| keywords | Buckling | |
| keywords | Displacement | |
| keywords | Equations AND Stiffness | |
| tree | Journal of Applied Mechanics:;1983:;volume( 050 ):;issue: 002 | |
| contenttype | Fulltext | |