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Evaluation of the mechanical properties of concrete considering the effects of temperature and aging

Authors
Wang, Xiao-YongLee, Han-Seung
Issue Date
Apr-2012
Publisher
ELSEVIER SCI LTD
Keywords
Temperature; Aging; Degree of hydration; Mechanical properties; Model
Citation
CONSTRUCTION AND BUILDING MATERIALS, v.29, pp.581 - 590
Indexed
SCIE
SCOPUS
Journal Title
CONSTRUCTION AND BUILDING MATERIALS
Volume
29
Start Page
581
End Page
590
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/33152
DOI
10.1016/j.conbuildmat.2011.11.001
ISSN
0950-0618
Abstract
This paper presents a procedure to evaluate the development of the mechanical properties of hardening concrete considering the effects of temperature and aging. The steps of this procedure are shown as follows: first, by using a multi-component hydration model, we evaluate the degree of hydration of cement as a function of the mineral compositions of cement, the water to cement ratio, curing temperature and particle size distribution; second, by using the modified Powers' law, the development of the compressive strength of concrete is evaluated through the gel-space ratio and degree of hydration of cement; third, the development of the elastic modulus and splitting tensile strength of hardening concrete are evaluated by using empirical equations from the compressive strength. The proposed procedure is verified through experimental results on the mechanical properties of hardening concrete cured under constant and variable temperature conditions. (C) 2011 Elsevier Ltd. All rights reserved.
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ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)
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