文章摘要
王 哲,宋玉普,尚仁杰.应力偏量加载条件下混凝土力学行为试验研究[J].水利学报,2011,42(6):
应力偏量加载条件下混凝土力学行为试验研究
Experimental research on concrete mechanical behavior upon loading on deviatoric planes
  
DOI：
中文关键词: 混凝土  偏平面  压缩，  拉伸  剪切  塑性势
英文关键词: concrete  deviatoric plane  compression  tension  shear  plastic potential
基金项目:
作者单位
王 哲 北京交通大学 土建学院，北京 100044；大连理工大学 海岸和近海工程国家重点实验室，辽宁 大连 116024 
宋玉普 大连理工大学 海岸和近海工程国家重点实验室，辽宁 大连 116024 
尚仁杰 中冶集团建筑研究总院，北京 100088 
摘要点击次数: 2744
全文下载次数: 335
中文摘要:
      为了分离平均应力、广义剪应力和罗德角对混凝土变形的影响，采用解耦应力路径，在液压伺服真三轴试验机上对边长为100mm的立方体混凝土试块进行准静态加载。对每个试块先施加平均应力到设计值，并与罗德角一同保持不变，单调地施加应力偏量。平均应力有5档，罗德角有3档 （分别对应于拉、压、剪加载） ，两者组合成15组应力路径。给出了各组路径对应的偏应力-偏应变曲线、广义剪应力-广义剪应变曲线，分析了平均应力、罗德角对峰值应力、峰值应变、软化特性等力学特征的影响。结果表明，在平均应力、罗德角恒定的加载过程中，广义剪应力-广义剪应变曲线在下降段的变化幅值远远小于单轴和三轴比例加载时的变化幅值；如果用等向强化的屈服面描述混凝土的力学行为，则随着加载的进行在同一偏平面上屈服面的截面图除了大小发生变化之外，形状也发生变化；在不同的偏平面上，截面图之间形状并不相似。进而证明了由应力的第一不变量和偏应力的第二不变量组成的塑性势函数只能描述拉伸和压缩这类假三轴加载，而不适用于剪切等真三轴加载。
英文摘要:
      In order to separate the influences of mean stress，generalized shear stress as well as lode an?gle to the deformation of concrete，the quasi-static loading test in a hydraulic servo true triaxial testing machine，using decoupling stress path was carried out. The concrete cubic specimens is in dim-ensions of 100×100×100mm. For each specimen the mean stress was initially applied up to design value，and maintained constantly together with lode angle，then deviatoric stress was exerted. The test including 15 sets of stress paths with the combination of 5 classes of mean stress and 3 classes of lode angle. Deviatoric stress-strain curves and generalized shear stress-strain curves were obtained on this basis，the influences of mean stress and lode angle to peak stress，peak strain and softening behavior were analyzed. It was observed that in this generalized stress-strain curve，the ampl-itude variation of the descending part is far less than that under unaxial and triaxial proportional loading condition，for the reason that the spherical tensor of stress changed under the latter loading condition which it magnified the hardening and softening effects. Besides，the plastic pot-ential fun-ction consisting of the first invariant of the stress and the second invariant of the stress deviator is only suitable for stress state with two equal principal stresses during loading，such as thestate in loading process of tension or compression rather than in real triaxial state just like that in shear? ing.
查看全文   查看/发表评论  下载PDF阅读器
关闭