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Prediction method of drying shrinkage crack in reinforced concrete walls

Authors
Lee, M. S.Seo, T. S.
Issue Date
Mar-2014
Publisher
IRAN UNIV SCI & TECHNOL
Keywords
Drying shrinkage; Shrinkage cracking; RC walls; Cracking control design; Equivalent bond-loss length
Citation
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, v.12, no.1A, pp.73 - 81
Indexed
SCIE
SCOPUS
Journal Title
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING
Volume
12
Number
1A
Start Page
73
End Page
81
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/23691
ISSN
1735-0522
Abstract
Thin plate reinforced concrete members, such as walls and slabs, are greatly influenced by drying shrinkage. In these members, cracks often occur due to the restraint of the volume change caused by drying shrinkage. Therefore, the control of cracking due to drying shrinkage is very important in building construction where thin plate members are frequently used. However, few researches on estimating shrinkage cracking in RC walls have been executed, and the cracking control design of RC walls has been conducted based on experience rather than a quantitative design method. In this study, a practical cracking prediction method using equivalent bond-loss length L-b was proposed for the quantitative drying shrinkage crack control of RC walls. Number of cracks and crack width were estimated using the proposed method. Those values were compared with the results from the experiment and the investigative values from the field study. In general, results from the new prediction method matched well with both the experiment and the field study.
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COLLEGE OF ENGINEERING SCIENCES > MAJOR IN ARCHITECTURAL ENGINEERING > 1. Journal Articles

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Lee, Moon Sung
ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)
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