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contributor authorPaul H. Wirsching
date accessioned2017-05-08T22:05:22Z
date available2017-05-08T22:05:22Z
date copyrightOctober 1984
date issued1984
identifier other21730621.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71010
description abstractThe results of a four‐year project, sponsored by the American Petroleum Institute, to investigate the fatigue design process in the welded joints of steel offshore structures are summarized. Fatigue damage expressions were formulated. A simple analytical expression for damage based on the rainflow method of cycle counting in a wide band process was constructed. Because fatigue design factors have significant uncertainty, a reliability approach, using the lognormal format, was developed. The performance of Miner's rule was characterized statistically, as was modeling error associated with the process of computing fatigue stresses in a joint from oceanographic data. Procedures of S‐N data analysis were developed, and characteristic
publisherAmerican Society of Civil Engineers
titleFatigue Reliability for Offshore Structures
typeJournal Paper
journal volume110
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:10(2340)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
contenttypeFulltext


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