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contributor authorBo-Tao Huang; Qing-Hua Li; Shi-Lang Xu
date accessioned2019-03-10T11:45:30Z
date available2019-03-10T11:45:30Z
date issued2019
identifier other%28ASCE%29ST.1943-541X.0002237.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254261
description abstractA novel model based on the three-parameter Weibull function is proposed to describe the three-stage fatigue deformation behavior of plain and fiber-reinforced concrete. The fatigue strain at a particular stress between zero and the maximum fatigue stress can be modeled using the proposed model, and all the model parameters have clear physical meanings. This model is validated via comparison of its results with previously reported results of compressive, tensile, and flexural fatigue tests. Cases of application of the model to plain concrete and fiber-reinforced concrete with high ductility are examined in order to investigate the variation of the model parameters. Additionally, a deformation-based method for prediction of the fatigue life of concrete is presented, and the prediction results demonstrate that the proposed model can be successfully applied to the estimation of the fatigue life of concrete materials.
publisherAmerican Society of Civil Engineers
titleFatigue Deformation Model of Plain and Fiber-Reinforced Concrete Based on Weibull Function
typeJournal Paper
journal volume145
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002237
page04018234
treeJournal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
contenttypeFulltext


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