Materials 2011, 4(8), 1345-1359; doi:10.3390/ma4081345
Article

Uniaxial Tension Test of Slender Reinforced Early Age Concrete Members

1,* email, 2email and 2email
Received: 21 June 2011; in revised form: 21 July 2011 / Accepted: 27 July 2011 / Published: 2 August 2011
(This article belongs to the Special Issue Construction Materials)
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Abstract: The present study aims to obtain the tensile properties of early age concrete based on a uniaxial tension test employing RC slender members. First, the paper shows that concrete strain is equal to the strain of rebar at the mid-span of the RC member. The tensile Young’s modulus and the strain capacity of early age concrete are estimated using strain measurements. The experiment indicated that the tensile Young’s modulus at an early age is higher than the compressive modulus. This observation was similar to one found in a previous investigation which used a direct tension test of early age concrete. Moreover, the paper describes how an empirical equation for mature concrete can be applied to the relation between uniaxial tensile strength and splitting tensile strength even in early age concrete. Based on a uniaxial tension test, the paper proposes an empirical equation for the relationship between standard bond stresses and relative slip.
Keywords: cracking; tensile stress; bonding
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MDPI and ACS Style

Mimura, Y.; Yoshitake, I.; Zhang, W. Uniaxial Tension Test of Slender Reinforced Early Age Concrete Members. Materials 2011, 4, 1345-1359.

AMA Style

Mimura Y, Yoshitake I, Zhang W. Uniaxial Tension Test of Slender Reinforced Early Age Concrete Members. Materials. 2011; 4(8):1345-1359.

Chicago/Turabian Style

Mimura, Yoichi; Yoshitake, Isamu; Zhang, Wenbo. 2011. "Uniaxial Tension Test of Slender Reinforced Early Age Concrete Members." Materials 4, no. 8: 1345-1359.

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