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contributor authorZhizhuo Feng
contributor authorDejian Shen
contributor authorChuyuan Wen
contributor authorXiaojian Tang
contributor authorGuoqing Jiang
date accessioned2023-08-16T19:15:02Z
date available2023-08-16T19:15:02Z
date issued2023/06/01
identifier otherJMCEE7.MTENG-14923.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292996
description abstractLightweight aggregates (LWAs), as a popular material for internal curing (IC), have been extensively utilized in internally cured concrete (ICC). This paper investigated the development of mechanical properties, restrained shrinkage, quantitative stress relaxation, and tensile creep of ICC with prewetted LWAs under the condition of diverse w/c ratios (0.33, 0.40, and 0.50) by experimental investigations. Besides, the mixture proportion without IC was designed to investigate the effect of IC on the performance of the concrete mixture with a w/c ratio of 0.50. Corresponding results show that increasing the w/c ratio diminished the mechanical properties of ICC. A decrease in residual stress and stress rate was related to an increase in the w/c ratio. Relaxed stress and tensile creep increased with the w/c ratio increasing in ICC in the initial days. The introduction of IC decreased the mechanical properties, restrained shrinkage, stress rate, relaxed stress, and tensile creep of the concrete mixture with a w/c ratio of 0.50. The relationship between creep and relaxation coefficients was established, which contributed to the accurate evaluation of tensile stress development of ICC with prewetted LWAs under restrained conditions.
publisherAmerican Society of Civil Engineers
titleEffect of Water-to-Cement Ratios on Performance of Concrete with Prewetted Lightweight Aggregates
typeJournal Article
journal volume35
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-14923
journal fristpage04023114-1
journal lastpage04023114-12
page12
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006
contenttypeFulltext


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