| contributor author | Neto, Alfredo Gay | |
| contributor author | Martins, Clأ³vis de Arruda | |
| contributor author | Malta, Eduardo Ribeiro | |
| contributor author | Tanaka, Rafael Loureiro | |
| contributor author | Godinho, Carlos Alberto Ferreira | |
| date accessioned | 2017-05-09T01:32:22Z | |
| date available | 2017-05-09T01:32:22Z | |
| date issued | 2016 | |
| identifier issn | 0892-7219 | |
| identifier other | omae_138_02_021701.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/162259 | |
| description abstract | Dry collapse is one of the possible failure modes of flexible pipes. It refers to the situation in which no damage occurs in the flexible pipe external sheath. In this scenario, all layers of the pipe withstand the external pressure loading in a deepwater application. Such a situation is addressed in this work, which proposes some simplified modeling techniques to represent straight and curved flexible pipes subjected to external pressure, undergoing dry collapse during simulation procedure. The results of the proposed models are compared to other reference results, from a fully threedimensional (3D) finite element model. Good agreement has been got, even with the proposed simplifications with a large reduction in computational cost when compared to full 3D model. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Simplified Finite Element Models to Study the Dry Collapse of Straight and Curved Flexible Pipes | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 2 | |
| journal title | Journal of Offshore Mechanics and Arctic Engineering | |
| identifier doi | 10.1115/1.4032156 | |
| journal fristpage | 21701 | |
| journal lastpage | 21701 | |
| identifier eissn | 1528-896X | |
| tree | Journal of Offshore Mechanics and Arctic Engineering:;2016:;volume( 138 ):;issue: 002 | |
| contenttype | Fulltext | |
