Effect of temperature and aging on the mechanical properties of concrete - Part II. Prediction model SCIE SCOPUS

Cited 38 time in WEB OF SCIENCE Cited 42 time in Scopus
Title
Effect of temperature and aging on the mechanical properties of concrete - Part II. Prediction model
Author(s)
Kim, JK; Han, SH; Park, SK
Publication Year
2002-07
Abstract
In Part I, empirical relationships between compressive strength and splitting tensile strength or elastic modulus with temperature and aging were proposed. This paper investigates new prediction models estimating splitting tensile strength and elastic modulus without knowing compressive strength. The prediction model is suggested on the basis of the equation that was suggested to predict compressive strength. The mechanical properties calculated by the model are compared with empirical results presented in Part I. To evaluate in-place applicability of the model, the empirical data on strength and elastic modulus of concrete cured at variable temperature are compared with the values estimated using the prediction model. The prediction model properly estimates the strength and elastic modulus of Types I and V cement concretes cured at constant and variable temperature conditions. (C) 2002 Elsevier Science Ltd. All rights reserved.
ISSN
0008-8846
URI
https://sciwatch.kiost.ac.kr/handle/2020.kiost/5688
DOI
10.1016/S0008-8846(02)00745-7
Bibliographic Citation
CEMENT AND CONCRETE RESEARCH, v.32, no.7, pp.1095 - 1100, 2002
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
Subject
APPARENT ACTIVATION-ENERGY; COMPRESSIVE STRENGTH; AGE; MATURITY
Keywords
temperature; aging; compressive strength; elastic moduli; splitting tensile strength
Type
Article
Language
English
Document Type
Article
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
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