contributor author | Pedro Albrecht | |
contributor author | Akhrawat Lenwari | |
date accessioned | 2017-05-08T21:25:54Z | |
date available | 2017-05-08T21:25:54Z | |
date copyright | November 2009 | |
date issued | 2009 | |
identifier other | %28asce%291084-0702%282009%2914%3A6%28436%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51207 | |
description abstract | This paper presents the fatigue behavior of 39 welded and 12 cover-plated beams fabricated from A588 weathering steel. One set of beams was boldly exposed to the environment; the other was exposed under a metal deck that simulated the shelter provided by highway bridge decks and was lightly sprayed with a salt solution during the winter months. The test data showed that the boldly exposed, welded and cover-plated beams had Categories B and D fatigue strengths, respectively, after 45 and 74 months of weathering. The cover-plated beams had initially high fatigue strength because of their high weld quality. The fatigue strength will continue to degrade with exposure time. All sheltered beams had Category E fatigue strength after 62–72 months of weathering as a result of very severe corrosion and pitting. Such losses are unacceptable. To stop the degradation of fatigue strength, severely corroding weathering steel bridges should be painted without delay. | |
publisher | American Society of Civil Engineers | |
title | Fatigue Strength of Weathered A588 Steel Beams | |
type | Journal Paper | |
journal volume | 14 | |
journal issue | 6 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2009)14:6(436) | |
tree | Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 006 | |
contenttype | Fulltext | |