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混凝土在双向受压下力学性质的试验研究
引用本文:郑慧慧,徐秋丽,王有凯. 混凝土在双向受压下力学性质的试验研究[J]. 齐齐哈尔轻工业学院学报, 2011, 0(5): 50-53
作者姓名:郑慧慧  徐秋丽  王有凯
作者单位:[1]商丘师范学院建筑与土木工程系,河南商丘476000 [2]山东省东明县建设局,山东东明275400 [3]河南理工大学土木工程系,河南焦作454003
摘    要:采用大吨位等刚度双向加载系统,对混凝土立方体试块进行了双向和单向加载的试验研究。实验结果表明:在双向加载条件下,混凝土的破坏强度远大于单轴破坏强度;由于中间主应力的增加,约束了试件的横向变形,使1:l加载破坏强度大于双轴2:1加载破坏强度;总结了在最小主应力σ3=0的情况下,试件双向σ1—σ2关系。

关 键 词:等刚度双向加载系统  双向受压  破坏强度  中间主应力  混凝土

Experimental study on mechanical characteristics of concrete under biaxial compressive
ZHENG Hui-hui,XU Qiu-li,WANG You-kai. Experimental study on mechanical characteristics of concrete under biaxial compressive[J]. , 2011, 0(5): 50-53
Authors:ZHENG Hui-hui  XU Qiu-li  WANG You-kai
Affiliation:1. Department of Architecture and Civil Engineering, Shangqiu Teachers College, Henan Shangqiu 476000, China; 2. Bureau of Dongming County in Shandong Province Dongming, Shandong Dong ruing 275400, China; 3. Department of Civil Engineering, Henan Polytechnic University, Henan Jiaozuo 454003, China )
Abstract:In order to experimental study on concrete specimens under biaxial loading and uniaxial loading, we used isotropic hiaxially loading system(IBLS).The research results indicate that: under the hidirectional loadingenvironment, the concretes breakdown strength relative single axle intensity improves; Since the increase of the intermediate principal stress whitch constrained lateral deformation of specimens, the breakdown strength under biaxial loading of σ1 : σ2 = 1 : 1 is bigger than that of biaxial loading of σ1 : σ2 = 2 : 1, Summarizes the relationship between the σ1 and σ2 , when the minimum principal stress σ3 = 0.
Keywords:isotropic biaxially loading system  biaxial compressive  breakdown strength  intermediate principalstress  concretes
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