| contributor author | H. D. Yun | |
| contributor author | S. Kyriakides | |
| date accessioned | 2017-05-08T23:23:13Z | |
| date available | 2017-05-08T23:23:13Z | |
| date copyright | May, 1986 | |
| date issued | 1986 | |
| identifier issn | 0094-9930 | |
| identifier other | JPVTAS-28269#146_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/101575 | |
| description abstract | The paper considers the uplifting of a long elastoplastic heavy beam on a rigid flat foundation caused by an axial load. The problem is studied through a large deflection formulation. The beam is considered to possess a localized initial geometric imperfection. It is found that the load-deflection response is characterized by a limit load. Plastic effects can precipitate the limit load and cause a more localized type of deformation with higher curvatures. The problem is presented as a model for the “beam mode buckling” of pipelines due to earthquake-caused axial loads. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Localized Plastic Buckling of a Heavy Beam on a Contacting Surface | |
| type | Journal Paper | |
| journal volume | 108 | |
| journal issue | 2 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.3264762 | |
| journal fristpage | 146 | |
| journal lastpage | 150 | |
| identifier eissn | 1528-8978 | |
| keywords | Buckling | |
| keywords | Stress | |
| keywords | Deflection | |
| keywords | Earthquakes | |
| keywords | Pipelines AND Deformation | |
| tree | Journal of Pressure Vessel Technology:;1986:;volume( 108 ):;issue: 002 | |
| contenttype | Fulltext | |