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contributor authorFeras L. Khlef
contributor authorAndre R. Barbosa
contributor authorJason H. Ideker
date accessioned2019-09-18T10:37:18Z
date available2019-09-18T10:37:18Z
date issued2019
identifier other%28ASCE%29MT.1943-5533.0002844.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259485
description abstractIn this research the constitutive behavior of high-performance fiber-reinforced cementitious composites (HPFRCCs) was evaluated experimentally under uniaxial monotonic tension and cyclic loading. The experimental program included 10 different mixtures manufactured using two fiber types, including polyvinyl alcohol (PVA) fibers and twisted steel fibers, with ratios of 1%, 2%, and 3% by volume of the mixture. Mixtures were manufactured containing one fiber type, referred to here as a mono mixture, or containing both fiber types, a hybrid mixture. A testing jig and a testing procedure were developed to evaluate the response of HPFRCCs under monotonic tension loading, cyclic tension-only loading, and cyclic tension-compression loading. The testing results provide benchmark cyclic constitutive curves for mono and hybrid HPFRCC mixtures. In addition, the testing results indicate that the hybrid mixtures achieved an overall improved performance compared to the mono mixtures. On average, hybrid mixtures achieved better performance compared to PVA and steel mono mixtures by achieving higher toughness, higher energy absorption capacity during hardening, higher energy absorption capacity during softening and moderate toughness reduction during cyclic loading.
publisherAmerican Society of Civil Engineers
titleTension and Cyclic Behavior of High-Performance Fiber-Reinforced Cementitious Composites
typeJournal Paper
journal volume31
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002844
page04019220
treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 010
contenttypeFulltext


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