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混凝土在两压一拉加载下的变形和强度特性
引用本文:赵国藩,宋玉普,彭放,沈吉纳.混凝土在两压一拉加载下的变形和强度特性[J].大连理工大学学报,1991(5).
作者姓名:赵国藩  宋玉普  彭放  沈吉纳
作者单位:大连理工大学土木工程系,大连理工大学土木工程系,大连理工大学土木工程系,大连理工大学土木工程系
摘    要:利用自制的三轴试验装置,对国内外较少进行的混凝土在两压一拉状态下的变形 和强度进行了试验研究,给出了在各种应力组合下混凝土的应力-应变关系曲线及极 限强度。在分析试验资料的基础上,建议了一个用八面体应力表述的适于混凝土在压 拉状态的强度准则。

关 键 词:混凝土  变形  强度  破坏准则/两压一拉应力状态

Behaviors of deformation and strength of concrete under combined biaxial compression and uniaxial tension
Zhao Guofan,Song Yupu,Peng Fang,Shen Jina.Behaviors of deformation and strength of concrete under combined biaxial compression and uniaxial tension[J].Journal of Dalian University of Technology,1991(5).
Authors:Zhao Guofan  Song Yupu  Peng Fang  Shen Jina
Abstract:Experimental studies on the deformation and strength of concrete unde combined biaxial compression and uniaxial tension are carried out with the triaxial test apparatus designed by the authors. The stress-strain relationship, curves and ultimate strength of concrete under different stress ratios are given. Based on the test data, a strength criterion' which is expressed in terms of octa- hedral stresses and is suitable for concrete under combined biaxial or uniaxial compression and uniaxial tension is proposed.
Keywords:concrete  deformation  strength  strength critevion/stress state under biaxial compression and uniaxial tension  
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