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contributor authorWei-Ming Chi
contributor authorGregory G. Deierlein
contributor authorAnthony Ingraffea
date accessioned2017-05-08T20:57:31Z
date available2017-05-08T20:57:31Z
date copyrightJanuary 2000
date issued2000
identifier other%28asce%290733-9445%282000%29126%3A1%2888%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33281
description abstractDetailed 2D and 3D finite-element analyses are used to study fracture toughness requirements in welded beam-column connections. Toughness demands are quantified in terms of the elastic stress intensity factor
publisherAmerican Society of Civil Engineers
titleFracture Toughness Demands in Welded Beam-Column Moment Connections
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2000)126:1(88)
treeJournal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 001
contenttypeFulltext


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