| contributor author | Guoliang Pang | |
| contributor author | Chaohe Chen | |
| contributor author | Yijun Shen | |
| date accessioned | 2022-01-30T22:44:04Z | |
| date available | 2022-01-30T22:44:04Z | |
| date issued | 2/1/2021 | |
| identifier other | (ASCE)PS.1949-1204.0000516.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4269497 | |
| description abstract | Collapse bucking is a typical failure mode of flexible pipes during deepwater service. It is essential to investigate the failure characteristics and obtain the accurate critical collapse pressure to improve the design of flexible pipes and make them more durable in a deepwater environment. Firstly, an equivalent layer method based equivalent hoop stiffness is presented in the paper. Then, the proposed method is verified by corresponding comparative analysis. Next, two-dimensional (2D) collapse numerical models are created based on the verified method. Finally, the parametric analysis of collapse influence factors is carried out by the arc-length method. The results show that the equivalent method is valid and convenient for obtaining the equivalent thickness of the carcass layer. The parametric analysis results under different collapse influence factors can provide some useful advice for collapse-resistant design of flexible pipes. | |
| publisher | ASCE | |
| title | Equivalent Calculation of Critical Collapse Pressure of Flexible Pipes and Parametric Analysis of Collapse Influence Factors | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 1 | |
| journal title | Journal of Pipeline Systems Engineering and Practice | |
| identifier doi | 10.1061/(ASCE)PS.1949-1204.0000516 | |
| journal fristpage | 04020062 | |
| journal lastpage | 04020062-17 | |
| page | 17 | |
| tree | Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 001 | |
| contenttype | Fulltext | |