Laboratory Evaluation of Tensile Creep Behavior of Concrete at Early Ages

Author:

Lim Seungwook1,Yang Sungchul2

Affiliation:

1. Office of Concrete Pavements, California Department of Transportation, Sacramento, CA 95833, USA

2. School of Architectural Engineering, Hongik University, 2639 Sejong-ro Jochiwon, Sejong 30016, Republic of Korea

Abstract

Short-term uniaxial tensile creep tests were conducted for early-age concrete at different ages in an effort to characterize early-age concrete as an aging viscoelastic material. Based on the test results, the viscoelastic material properties of the test concrete were characterized in terms of the Dirichlet series creep compliance and relaxation modulus functions. Applications of the model to the numerical analysis of the test samples showed a good agreement between the tests and computational results for the samples tested at different ages. This paper presents the test procedures and data analysis with a brief introduction of theoretical background.

Funder

2021 Hongik University Research Fund

Publisher

MDPI AG

Reference40 articles.

1. The thermodynamics of volume change and creep;Powers;Mater. Struct.,1968

2. Neville, A. (1970). Creep of Concrete: Plain, Reinforced, and Prestressed, Elsevier.

3. Total deformation of loaded drying concrete;Wittmann;Cem. Concr. Res.,1980

4. Yang, S., and Lee, H. (2021). Coefficient of thermal expansion of RCA concretre made by equivalent mortar volume. Appl. Sci., 11.

5. Lim, S. (2002). Viscoelastic Age-Dependent Analysis of Restrained Shrinkage Stress Development in Early-Age Concrete. [Ph.D. Dissertation, Department of Civil Engineering].

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