Show simple item record

contributor authorE. C. Zhu
contributor authorZ. W. Guan
contributor authorD. J. Pope
contributor authorP. D. Rodd
date accessioned2017-05-08T21:00:00Z
date available2017-05-08T21:00:00Z
date copyrightJanuary 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A1%28145%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34894
description abstractTests conducted on oriented strand board (OSB) webbed wood I-joists with web openings revealed that the typical failure mode was that the OSB fractured from tension zones around an opening, with cracks developing diagonally toward the joist flanges. The joist collapsed when the cracks reached the flanges. Finite-element models were developed using ABAQUS to simulate joist behavior. Material nonlinearity, crack propagation, and joist failure were dealt with by a user-defined subroutine. Good correlation was obtained between the test and the analytical results. The finite-element models were then used to investigate the effect of opening size and location on the behavior of joists. The lower bound and the upper bound of the load bearing capacity of joists with openings were found by finite- element modeling and were empirically expressed by polynomials.
publisherAmerican Society of Civil Engineers
titleEffect of Openings on Oriented Strand Board Webbed Wood I-Joists
typeJournal Paper
journal volume133
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:1(145)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record