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contributor authorAlva Peled
contributor authorArnon Bentur
date accessioned2017-05-08T21:17:35Z
date available2017-05-08T21:17:35Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%290899-1561%282003%2915%3A6%28537%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45891
description abstractThe object of the present paper was to quantify the effect of crimping of a low modulus polymer yarn on the bonding with a cement paste matrix. Crimping of this kind has been evaluated within the context of optimizing the structure of woven fabric to obtain a strain hardening composite. The concept applied here was based on existing models developed for straight yarns. These models resolve between two stages: the elastic stage (adhesion) and the slip stage (friction). A similarity in the shape of the pull-out load versus slip curve of straight yarns and crimped yarns was found, suggesting that a modeling approach for straight fibers, which consider adhesional and frictional resistance, can also be applied for the crimped yarns. The effect of the yarn crimping on calculated adhesional and frictional components,
publisherAmerican Society of Civil Engineers
titleQuantitative Description of the Pull-Out Behavior of Crimped Yarns from Cement Matrix
typeJournal Paper
journal volume15
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2003)15:6(537)
treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
contenttypeFulltext


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