| contributor author | J. Juncher Jensen | |
| date accessioned | 2017-05-08T22:28:20Z | |
| date available | 2017-05-08T22:28:20Z | |
| date copyright | January 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9399%281990%29116%3A1%28240%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81163 | |
| description abstract | A formula for fatigue damage under stationary, weakly non-Gaussian responses is presented. The derivation makes use of the joint probability density function of the stress and its time-derivative given as a Charlier serie in the cumulants. The probability distribution function of the stress amplitudes is estimated assuming a narrow-banded spectrum and taking the average of the peak and trough distribution. The derived result is compared to other existing formulas and two examples illustrate the significance of small non-linearities on the fatigue damage estimate. | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Damage Due to Non‐Gaussian Responses | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 1 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1990)116:1(240) | |
| tree | Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 001 | |
| contenttype | Fulltext | |
