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contributor authorDejian Shen
contributor authorChengcai Li
contributor authorJiacheng Kang
contributor authorKaiqi Liu
contributor authorCi Liu
contributor authorMing Li
date accessioned2022-05-07T20:10:57Z
date available2022-05-07T20:10:57Z
date issued2022-02-23
identifier other(ASCE)MT.1943-5533.0004207.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282085
description abstractThis research investigated tensile creep of early age high-strength concrete (HSC) modified with superabsorbent polymer (SAP). A temperature stress test machine was utilized to investigate the influence of loading age (0.50, 0.67, 0.83, 1, 3, 5, and 7 days) on the tensile creep performance of HSC modified with SAP at early age. The experimental analyses indicated that (1) the basic tensile creep, basic tensile creep coefficient, and specific basic tensile creep of HSC modified with SAP decreased with increasing loading age, and the aging effect on the tensile creep of HSC modified with SAP was significant when the concrete was loaded within 1 day; (2) the specific basic tensile creep rate was high at early loading ages, then decreased and tended to be stable, and the earlier the loading age, the greater was the divergence between the initial creep rate and the later creep rate at the same loading age; and (3) the relative specific basic tensile creep decreased exponentially when concrete was loaded within 1 day and decreased linearly when concrete was loaded after 3 days, and the proportionality limit of specific basic tensile creep occurred at a loading age of 1.60 days, which was determined by linear and nonlinear regression analysis. A model for predicting the tensile creep of HSC modified with SAP considering loading age is proposed.
publisherASCE
titleInfluence of Loading Ages on the Early Age Tensile Creep of High-Strength Concrete Modified with Superabsorbent Polymers
typeJournal Paper
journal volume34
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004207
journal fristpage04022064
journal lastpage04022064-12
page12
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005
contenttypeFulltext


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