contributor author | Z. W. Guan | |
contributor author | E. C. Zhu | |
date accessioned | 2017-05-08T20:58:51Z | |
date available | 2017-05-08T20:58:51Z | |
date copyright | October 2004 | |
date issued | 2004 | |
identifier other | %28asce%290733-9445%282004%29130%3A10%281562%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34166 | |
description abstract | Openings are necessary in oriented strand board webbed wood I-joists to allow electrical wires/service pipes pass through their webs. Sizes and locations of the opening are variable, which could be crucial in some circumstances. There is a high possibility that crack will grow in high stress/strain areas, especially in tension corners of large size openings with square or rectangular shapes. In this paper, nonlinear three-dimensional finite element models, incorporating with orthotropic elastic and perfectly elasto–plastic material behavior, were developed to simulate crack growth in a beam with openings until it collapses. Removal (model change) techniques in | |
publisher | American Society of Civil Engineers | |
title | Nonlinear Finite Element Modeling of Crack Behavior in Oriented Strand Board Webbed Wood I-Beams with Openings | |
type | Journal Paper | |
journal volume | 130 | |
journal issue | 10 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(2004)130:10(1562) | |
tree | Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010 | |
contenttype | Fulltext | |