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contributor authorThomas E. McLain
contributor authorSurot Thangjitham
date accessioned2017-05-08T20:50:47Z
date available2017-05-08T20:50:47Z
date copyrightAugust 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A8%281820%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29054
description abstractA model for prediction of a yield load in bolted wood joints is reviewed and modifications to the theory presented. The model predicts a joint load at which the bolt and/or the wood under the bolt behaves plastically. Experimental verification with several large data sets indicate that the modified model generally predicted joint performance within 10% of the actual values. Slight conservatism was inherent due to ignoring friction between members. A discussion of potential applications and limitations is presented.
publisherAmerican Society of Civil Engineers
titleBolted Wood‐Joint Yield Model
typeJournal Paper
journal volume109
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:8(1820)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008
contenttypeFulltext


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