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contributor authorD. S. Ramachandra Murthy
contributor authorA. G. Madhava Rao
contributor authorA. R. Santhakumar
date accessioned2017-05-08T20:55:36Z
date available2017-05-08T20:55:36Z
date copyrightJuly 1994
date issued1994
identifier other%28asce%290733-9445%281994%29120%3A7%281991%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32018
description abstractCorrosion fatigue is a complex phenomenon involving many variables. Welded‐steel tubular joints of offshore structures are subjected to corrosion fatigue due to the combined action of corrosive seawater environment and cyclic wave forces. This paper addresses the aforementioned problem, mainly with respect to internally ring stiffened steel tubular joints. The studies were made with respect to tropical seawater environment similar to that in the Bombay High offshore region where bulk of the Indian oil is produced. Corrosion‐fatigue tests were conducted on five welded‐steel tubular
publisherAmerican Society of Civil Engineers
titleCorrosion Fatigue of Stiffened Offshore Steel Tubular Joints
typeJournal Paper
journal volume120
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1994)120:7(1991)
treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 007
contenttypeFulltext


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