Uniaxial Compression Tests Research on C35 Glazed Hollow Bead Insulation Concrete

被引:0
|
作者
Zhang, ZePing [1 ]
Qiao, Fei [1 ]
Wu, Di [1 ]
Li, Zhu [1 ]
机构
[1] Taiyuan Univ Technol China, Coll Architecture & Civil Engn, Taiyuan, Shanxi, Peoples R China
来源
VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT I, PTS 1-3 | 2012年 / 105-107卷
关键词
Glazed hollow bead; Insulation concrete; Uniaxial compression test;
D O I
10.4028/www.scientific.net/AMM.105-107.1779
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the growing global energy crisis, development of economic and land-efficient construction structural system became an significant subject in Civil Engineering field. Under this context, material and structural test and theoretical analysis research is meaningful on new energy-saving building material, glazed hollow bead insulation concrete. In this paper, one mix design that meet insulation requirements of the energy-saving project on coefficient of heat conductivity and compressive strength have been chosen. Under the uniaxial status, prism samples of above mix designs have been selected to do compression strength and deformation tests; Systemic analysis of the relationship between the strength and deformation for glazed hollow bead insulation concrete has been carried through, and some results have been provided, including the stress-strain constitutive relationship of glazed hollow bead insulation concrete with grade c35, prism compressive strength, strain, initial elastic modulus, residual strength, ductility, etc.
引用
收藏
页码:1779 / 1783
页数:5
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