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混凝土与制品
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再生保温混凝土受拉应力应变全曲线的研究

作者:马钢1,都思哲1,高宇璇2,张玉2

关键字:再生保温混凝土;单轴拉伸;应力应变全曲线;

 
(1.太原理工大学 力学学院,山西 太原  030024;2.太原理工大学 建筑与土木工程学院,山西 太原  030024)

    摘要:利用刚性框架法得出完整的再生保温混凝土(RATIC)受拉应力应变全曲线,对再生粗骨料取代率分别为0、30%、50%、70%、100%的RATIC抗拉性能进行了系统的研究,确定了RATIC的受拉性能特征值,得到了RATIC的受拉应力应变全曲线。结果表明,RATIC受拉应力应变全曲线与普通混凝土相似,抗压强度相同时,未掺加再生粗骨料的RATIC的变形能力比普通混凝土提升25.8%,弹性模量降低34.4%。RATIC的变形能力随着再生粗骨料取代率的增大而逐渐减小,弹性模量的变化较小,受拉应力应变全曲线的下降段越来越陡。结合试验数据拟合出RATIC受拉应力应变全曲线方程。
    关键词:再生保温混凝土;单轴拉伸;应力应变全曲线;拉伸性能
    中图分类号:TU528        文献标识码:A        文章编号:1001-702X(2018)07-0028-05
 
Experimental research on stress-strain full curve of recycled
aggregate thermal insulation concrete in tension
MA Gang1,DU Sizhe1,GAO Yuxuan2,ZHANG Yu2
(1.College of Mechanics,Taiyuan University of Technology,Taiyuan 030024,China;
2.College of Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan 030024,China)
   Abstract:This study draws a complete stress-strain full curves of RATIC in tensile by using the rigid frame method,studies the tensile properties of RATIC with 0,30%,50%,70% and 100% replacement ratio,determines the tensile characteristic value,and obtained the full tensile stress and strain curve of RATIC. The test results show that shapes of stress-strain full curves of RATIC and normal concrete in tensile are similar,the deformation ability of RATIC with 0 recycled coarse aggregate replacement ratio increase 25.8% than the normal concrete with same strength,while elastic modulus decrease by 34.4%. The deformation capacity of RATIC decreases with the increase of recycled coarse aggregate replacement rate,while the elastic modulus changes less,and the decrease of stress-strain full curve in tensile becomes steeper. This paper has fit out stress-strain full curve equation of RATIC in tensile by using the test data.
    Key words:recycled aggregate thermal insulation concrete,uniaxial tensile,stress-strain full curve,tensile property