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contributor authorAli Hemmati
contributor authorAli Kheyroddin
contributor authorMohammad Kazem Sharbatdar
date accessioned2017-05-08T22:00:57Z
date available2017-05-08T22:00:57Z
date copyrightFebruary 2015
date issued2015
identifier other%28asce%29st%2E1943-541x%2E0000902.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68796
description abstractHigh performance fiber reinforced cementitious composite (HPFRCC) materials exhibit strain hardening behavior under tensile loading. This strain hardening response occurs after the first cracking of the material. In this paper, experimental and parametric studies were conducted to assess the influence of the compressive strength, loading type, and tension reinforcement ratio (
publisherAmerican Society of Civil Engineers
titlePlastic Hinge Rotation Capacity of Reinforced HPFRCC Beams
typeJournal Paper
journal volume141
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000858
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
contenttypeFulltext


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