| contributor author | S. T. Lie | |
| contributor author | C. Bian | |
| date accessioned | 2017-05-08T20:56:34Z | |
| date available | 2017-05-08T20:56:34Z | |
| date copyright | December 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A12%281603%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32629 | |
| description abstract | The fatigue behavior of load-carrying cruciform fillet welded joints has been studied extensively using the dual boundary element method. This method, which incorporates two independent boundary integral equations, uses the displacement equation to model one of the crack boundaries and the traction equation to model the other. As a consequence, the analysis of the welded joints can be performed effectively in a single-region formulation. It is shown that the stress intensity factors (SIFs) at the weld toe and at the weld root are approximately equal when γ and λ are equal to 1.0 and 1.7, respectively, where γ and λ are the ratios of the embedded crack length 2 | |
| publisher | American Society of Civil Engineers | |
| title | Load-Carrying Fillet Welds Using Dual Boundary Element Method | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:12(1603) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012 | |
| contenttype | Fulltext | |
