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contributor authorJames E. Dailey
contributor authorJay B. Weidler, Jr.
contributor authorShaddy Y. Hanna
contributor authorMohamed F. Zedan
contributor authorJimmy Y. Yeung
date accessioned2017-05-08T21:09:06Z
date available2017-05-08T21:09:06Z
date copyrightMay 1987
date issued1987
identifier other%28asce%290733-950x%281987%29113%3A3%28251%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40583
description abstractLaboratory fatigue tests were performed on girth butt weld specimens taken from both vertical piles and batter piles salvaged from the terminal. Specimens were selected to be representative of welds found to be acceptable by irt‐situ radiographic inspection. All batter pile tests and all but two vertical pile tests were terminated when the number of applied stress cycles exceeded design requirements current in 1974–75. These cycles were in addition to those that had been applied earlier during the construction period. Results gave assurance that piles containing welds found to be normal quality by on‐site inspection would function adequately with little expectation of fatigue failure. Available data from the tests are used to develop a probabilistic approach to fatigue life estimation, including the effects of mismatch in girth butt welds.
publisherAmerican Society of Civil Engineers
titlePile Fatigue Failures. IV: Fatigue Description
typeJournal Paper
journal volume113
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1987)113:3(251)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
contenttypeFulltext


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