| contributor author | G. L. Sivakumar Babu | |
| contributor author | Amit Srivastava | |
| date accessioned | 2017-05-08T21:57:57Z | |
| date available | 2017-05-08T21:57:57Z | |
| date copyright | February 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29ps%2E1949-1204%2E0000091.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67599 | |
| description abstract | Reliability analysis of the buried flexible pipe-soil system is performed from three different failure criteria: (1) deflection; (2) buckling; and (3) wall thrust. The response surface methodology is used to establish approximate functional relationships between input variables and output responses and reliability analysis is performed using first-order reliability method approach. The available analytical solutions as well as the results of the numerical analysis are used in the reliability analysis and results are discussed. A comparison of results of the reliability analysis of the buried pipe-soil system in the light of available deterministic solutions indicated that the probabilistic approach, which considers variability in the input parameters provides a means of understanding of the performance of the buried pipe-soil system. | |
| publisher | American Society of Civil Engineers | |
| title | Reliability Analysis of Buried Flexible Pipe-Soil Systems | |
| type | Journal Paper | |
| journal volume | 1 | |
| journal issue | 1 | |
| journal title | Journal of Pipeline Systems Engineering and Practice | |
| identifier doi | 10.1061/(ASCE)PS.1949-1204.0000041 | |
| tree | Journal of Pipeline Systems Engineering and Practice:;2010:;Volume ( 001 ):;issue: 001 | |
| contenttype | Fulltext | |
