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再生混凝土基本力学性能的试验研究
引用本文:宋灿,邹超英,徐伟.再生混凝土基本力学性能的试验研究[J].低温建筑技术,2007(3):15-16.
作者姓名:宋灿  邹超英  徐伟
作者单位:同济大学土木工程学院,上海,200092;哈尔滨工业大学土木工程学院,哈尔滨,150090
摘    要:通过试验得到了部分再生混凝土和完全再生混凝土的强度、弹性模量以及峰值应变等力学性能指标,并分析了再生骨料对再生混凝土性能的影响。结果表明,部分再生混凝土的各项力学性能与普通混凝土相近,而完全再生混凝土的力学性能与普通混凝土相比则相差较大。

关 键 词:再生骨料  再生混凝土  抗压强度  弹性模量  峰值应变
文章编号:1001-6864(2007)03-0015-02
修稿时间:2007-03-25

EXPERIMENT ANALYSIS ON BASIC MECHANIC PROPERTY OF RECYCLED CONCRETE
SONG Can,ZOU Chao-ying,XU Wei.EXPERIMENT ANALYSIS ON BASIC MECHANIC PROPERTY OF RECYCLED CONCRETE[J].Low Temperature Architecture Technology,2007(3):15-16.
Authors:SONG Can  ZOU Chao-ying  XU Wei
Affiliation:1. College of Civil Engineering,Tongii University, Shanghai 200092, China; 2. College of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
Abstract:Mechanical performance parameters such as strength and elasitc modul and peak stress of partly recycled concrete and entirely ercycled concrete were obtained,and also recycled aggreate's effect on recycled concrete was investigated by experiment.Results show that partly recycled concrete have similar mechanical properties with correspondent normal concrete,however entirely recycled concrete have different mechanical properties compared to mormal concrete.
Keywords:recycled aggregate  recycled concrete  compressive strength  elastic module  peak stress
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