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原文传递 Modeling ASR/DEF Expansion Strains in Large Reinforced Concrete Specimens
题名: Modeling ASR/DEF Expansion Strains in Large Reinforced Concrete Specimens
其他题名: Ahmed,T.,Burley,E.,and Rigden,S.(1998)."The static and fatigue strength of reinforced concrete beams affected by alkali-silica reaction."Mater.J.,95(4),376-388.
正文语种: 英文
作者: Madhu M. Karthik
关键词: Alkali silica reaction (ASR); Delayed ettringite formation (DEF); Expansion model; Reinforced concrete; Prestrain; Cracking
摘要: A recent alkali silica reaction (ASR)/delayed ettringite formation (DEF) expansion model was modified to account for the load-induced precracks within a structure. Factors such as the orientation of the exposure face, the reinforcement details, and the location of the strain measurements were also considered. The model was implemented for environmentally exposed large-scale reinforced concrete spec-imens. The model provided a satisfactory simulation of the expansion results, with most results within the extremities of the measured data. The model successfully simulated the expansion strains inside and outside the development length zone. The expansion induced by ASR/DEF deterioration mechanisms in large structural concrete members could be effectively modeled using the minimalist semiem-pirical formulation.
出版年: 2018
论文唯一标识: P-26Y2018V144N07020
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002030
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 07
页码: 264-274
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