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contributor authorSihai Wen
contributor authorD. D. Chung
date accessioned2017-05-08T21:18:01Z
date available2017-05-08T21:18:01Z
date copyrightJune 2006
date issued2006
identifier other%28asce%290899-1561%282006%2918%3A3%28355%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46136
description abstractThe strain-sensing ability of carbon fiber cement, as based on piezoresistivity, remains in the presence of damage, although the gauge factor (fractional change in resistance per unit strain) is affected by strain and damage. The longitudinal gauge factor is diminished by compressive strain by up to 70% and by damage by up to 25%. The magnitude of the transverse gauge factor is diminished by strain by up to 60% and by up to 25% by minor damage not accompanied by irreversible strain, but it is increased by up to 120% by major damage accompanied by irreversible strain. The gauge factor, whether longitudinal or transverse, is reduced in magnitude as the specimen size increases (by
publisherAmerican Society of Civil Engineers
titleEffects of Strain and Damage on Strain-Sensing Ability of Carbon Fiber Cement
typeJournal Paper
journal volume18
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2006)18:3(355)
treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 003
contenttypeFulltext


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