Experimental Study of Stress-Strain Curves of Lightweight Aggregate Concrete

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Abstract:

According to the contrast test of LC30, LC40 lightweight aggregate concrete and C30, C40 common concrete , the text researched the mechanical property of lightweight aggregate concrete and ordinary concrete in the same strength grade and obtained the regularity of stress-strain curve of lightweight aggregate concrete in different strength grade. Then we contrasted the experimental results and planning model, analysed the difference, and suggested that the standards should improve the descent stage of the stress-strain curve of lightweight aggregate concrete combined with correlative experiments data, and give the equation of the descent stage of stress-strain curves. Concrete material in axial compression is the basic physical mechanical performance of concrete material, and is the main basis for researching bearing capacity and deformation of concrete construction. The stress-strain relationship is all-around macroscopic reaction of basal compressive property . There have been many experiments work about the stress-strain relationship of lightweight aggregate concrete at home and abroad , and found the peak strain of lightweight aggregate concrete is higher than that of ordinary concrete in the context of same peak stress .In this paper, on the basis of experimental investigations of lightweight aggregate concrete , aim at the stress-strain relationship ,we have take comparison experiment about LC30,LC40 lightweight aggregate concrete and C30,C40 ordinary concrete , and sort out stress-strain curve under the condition of the shaft center being compressed, so get the average tress-strain curve of LC30,LC40 lightweight aggregate concrete , and analyse the curve.

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Periodical:

Advanced Materials Research (Volumes 163-167)

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1762-1767

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December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wang ,P. T. ; Shah ,S. P. ; Naaman. A. E. Stress2Strain Curves of Nor2 mal and Lightweight Concrete in Compression , Journal of The American Concrete Institute , v75 , n11 , Nov , 1978 , pp.603-611.

Google Scholar

[2] Almusallam ,T. H. ; Alsayed ,S. H , Stress2strain relationship of normal , high2strength and lightweight concrete , Magazine of Concrete Research , v47 , n170 , Mar , 1995 , 39 - 44.

DOI: 10.1680/macr.1995.47.170.39

Google Scholar

[3] WANG Zhen-yu, DING Jian-tong, GUO Yu-shun. Stress-strain curves of structural lightweight aggregate concretes[J ] . Concrete, 2005 , 185 (3) : 39 - 41. In Chinese.

Google Scholar

[4] Guo Zhen-hai. The strength and constitutive relationship of concrete[M] . 2004. Beijing: China Architecture & Building PRESS . In Chinese.

Google Scholar

[5] HU Shu-guang, WANG Fa-zhou. lightweight aggregate concrete[M] . Beijing: Chemical Industry Press, 2006. In Chinese.

Google Scholar

[6] JGJ 12-2006 , Technical specification for lightweight aggregate concrete structures.

Google Scholar