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contributor authorBurhan Alam
contributor authorIsmail Ozgur Yaman
date accessioned2022-01-31T23:31:56Z
date available2022-01-31T23:31:56Z
date issued2/1/2021
identifier other%28ASCE%29MT.1943-5533.0003559.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269885
description abstractThe ductile performance of engineered cementitious composite (ECC) mixtures allows them to have a better fatigue life compared to traditional concrete. In this work, the effects of mineral admixtures and the aggregate size on the fatigue performance of ECC under bending were experimentally investigated. In addition, the failure probabilities under fatigue loading were also determined using the Weibull distribution. Finally, in order to shorten the process of fatigue testing, a prediction method for the fatigue life of ECC mixtures was proposed. It was found out that the use of ground granulated blast furnace slag instead of fly ash and the use of a larger aggregate size reduced the fatigue life of the original ECC mixture (ECC-M45). Moreover, the fatigue life estimated using the proposed method was in a good agreement with the experimentally-determined ones.
publisherASCE
titleStress-Based Fatigue Performance and Fatigue Life Prediction of Engineered Cementitious Composites
typeJournal Paper
journal volume33
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003559
journal fristpage04020470-1
journal lastpage04020470-13
page13
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002
contenttypeFulltext


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