| contributor author | W. Scott Martin | |
| contributor author | Paul H. Wirsching | |
| date accessioned | 2017-05-08T21:16:36Z | |
| date available | 2017-05-08T21:16:36Z | |
| date copyright | February 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290899-1561%281991%293%3A1%281%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45247 | |
| description abstract | A model for translating fatigue (cycles to failure) data into a probabilistic model for strength, suitable for formal reliability analysis, is presented. The model explicitly includes both the crack initiation and crack propagation phases. The general strategy is to use a least‐squares analysis, modified by the equivalent prediction interval concept, to establish statistics of the parameters of a simple life law, | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Crack Initiation—Propagation Reliability Model | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1991)3:1(1) | |
| tree | Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 001 | |
| contenttype | Fulltext | |
