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低强橡胶混凝土单轴受压本构关系的试验研究
引用本文:刘锋,潘东平,李丽娟,陈应钦. 低强橡胶混凝土单轴受压本构关系的试验研究[J]. 建筑材料学报, 2007, 10(4): 407-411
作者姓名:刘锋  潘东平  李丽娟  陈应钦
作者单位:广东工业大学,建设学院,广东,广州,510006;广东省建筑材料研究院,广东,广州,510160
基金项目:广东省教育厅自然科学基金重点资助项目(05Z009),广东省自然科学基金重点资助项目(07117419),广东省科技攻关项目(2006B14401004)
摘    要:对低强橡胶混凝土进行了单轴压缩试验,研究了橡胶掺量和橡胶粒径对混凝土轴心抗压强度的影响,提出了橡胶混凝土强度计算公式.根据实测的应力-应变曲线特点提出了以A为本构参数的单轴受压本构方程.研究发现,A随着橡胶掺量的增加而减小,随着橡胶粒径的减小而减小.最后给出了A的计算公式.

关 键 词:橡胶  橡胶混凝土  单轴压缩  本构参数
文章编号:1007-9629(2007)04-0407-05
收稿时间:2006-10-10
修稿时间:2006-10-102006-12-20

Experimental Study on Constitutive Equation of Crumb Rubber Concrete Subject to Uniaxial Compression
LIU Feng,PAN Dong-ping,LI Li-juan,CHEN Ying-qin. Experimental Study on Constitutive Equation of Crumb Rubber Concrete Subject to Uniaxial Compression[J]. Journal of Building Materials, 2007, 10(4): 407-411
Authors:LIU Feng  PAN Dong-ping  LI Li-juan  CHEN Ying-qin
Affiliation:1. Faculty of Construction Engineering, Guangdong University of Technology, Guangzhou 510006, China; 2. Guangdong Construction Material Research Institute, Guangzhou 510610, China
Abstract:Uniaxial compressive experiment for crumb rubber concrete(CRC) was conducted.The test results show that the uniaxial compressive strength of CRC decreases with the increase of crumb rubber contents.The influence of the size of the crumb rubber on the compressive strength was also investigated.The calculation formula for the strength estimation of CRC is presented.Based on the stress-strain curves,the constitutive equations are established including a parameter A.The constitutive parameter A decreases with the increase of crumb rubber contents,and with the decrease of the size of the crumb rubber.The calculation formula for estimation of value A is established.
Keywords:rubber  crumb rubber concrete(CRC)  uniaxial compression  constitutive parameter
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