TECHNICAL PAPERS
Jan 16, 2004

Mechanical Characteristics of Axially Restrained Concrete Specimens at Early Ages

Publication: Journal of Materials in Civil Engineering
Volume 16, Issue 1

Abstract

This study was performed to investigate the development of restraint stress and strain in axially restrained concrete specimens at early ages. Axially restrained specimens, generally, well represent field conditions of actual structures. In this study, uniaxial restraint tests were performed with two levels of concrete strength, high- and normal-strength concrete, and three levels of restraint were applied, namely, high-restraint (H), low-restraint (L), and nonrestraint (N). It was revealed from the test results that a high tensile restraint stress was developed at an early age in high-strength concrete and that the inherent high tensile strength may not be utilized for the structural performance of high-strength concrete members. The tensile restraint stress was gradually reduced due to the creep effect with time. An analytical calculation considering creep under varying stresses and the time-dependent properties of concrete at early ages was compatible with the test results.

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References

Comite Euro-International du Beton (CEB). (1993). CEB-FIP model code 1990, Lausanne, Switzerland.
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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 16Issue 1February 2004
Pages: 35 - 44

History

Received: Jun 21, 2001
Accepted: Jul 15, 2002
Published online: Jan 16, 2004
Published in print: Feb 2004

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Authors

Affiliations

Eun-Ik Yang
Assistant Professor, Dept. of Civil Engineering, Kangnung National Univ., 123 Chibyon-dong, Kangnung-si, Kangwon-do 210-702, Korea.
Seong-Tae Yi
Assistant Professor, Dept. of Civil Engineering, Chung Cheong Univ., 330, Wolgok-ri, Kangnae-myun, Cheongwon-kun, Chungbuk-do 363-792, Korea.
Hyun-Jong Lee
Assistant Professor, Dept. of Civil and Environmental Engineering, Sejong Univ., 98 Kunja-dong, Kwangjin-gu, 143-747 Seoul, Korea.

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