| contributor author | Loren D. Lutes | |
| contributor author | Shahram Sarkani | |
| date accessioned | 2017-05-08T20:56:06Z | |
| date available | 2017-05-08T20:56:06Z | |
| date copyright | January 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9445%281996%29122%3A1%2892%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32335 | |
| description abstract | Random-amplitude fatigue situations are studied to determine the possible effects of residual stresses induced by the welding of the specimens. Experimental results show that large-amplitude precycling of a welded specimen can significantly extend its fatigue life under small constant-amplitude loadings, and that this effect is consistent with the results of the Gerber formula for the effect of mean stress, along with an assumption of elastoplastic stress-strain behavior of the specimen. This model predicts that the remaining residual stress at the critical location in the specimen is a function of the largest load that has ever been applied to the specimen. For a stochastic loading this implies that the mean stress gradually decays in a random manner throughout the fatigue life of the specimen. Numerical results show that the stochastic fatigue life may be significantly extended beyond that predicted by neglecting the decay of residual stress. | |
| publisher | American Society of Civil Engineers | |
| title | Decay of Residual Stress in Stochastic Fatigue | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1996)122:1(92) | |
| tree | Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 001 | |
| contenttype | Fulltext | |