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张 峰.基于声发射特性下的含骨料混凝土裂隙演化特性及其统计损伤本构研究水资源与水工程学报[J].,2020,31(5):182-188
基于声发射特性下的含骨料混凝土裂隙演化特性及其统计损伤本构研究
Study on fracture evolution characteristics of concrete containing aggregate and its statistical damage constitutive model based on acoustic emission characteristics
  
DOI:10.11705/j.issn.1672-643X.2020.05.26
中文关键词:  混凝土裂隙  含骨料混凝土  裂隙演化  声发射特性  统计损伤  损伤度  数值模拟
英文关键词:concrete fracture  aggregate concrete  crack evolution  acoustic emission characteristics  statistical damage  damage degree  numerical simulation
基金项目:国家自然科学基金项目(61503201)
作者单位
张 峰 (淮北职业技术学院 安徽 淮北 235000) 
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中文摘要:
      为探讨含骨料混凝土的损伤裂隙演化特性,基于统计损伤理论的数值模拟手段,建立了含骨料混凝土有限元模型,得到了不同工况下的裂隙扩展过程、声发射规律和峰值强度变化,同时基于声发射数值结果定义了损伤度的概念。结果表明:不同工况下的裂隙演化呈现“X”型扩展,由“翼形裂纹”与“反翼形裂纹”共同组成;“翼裂纹”萌生及扩展主要破坏模式为拉伸破坏,“反翼裂纹”的萌生是由于剪切破坏而产生,随后扩展模式为拉剪复合破坏;预制裂纹的倾角越大,骨料含量百分比越大,则试样的峰值强度也越大,但是前者对混凝土抗压强度的增幅要小于后者;定义了损伤度的概念,加载过程中混凝土的损伤变化经历4个阶段:线弹性变形阶段、裂纹萌生阶段、裂纹加速扩展阶段和损伤平稳发展阶段。骨料含量百分比越大,预制裂隙倾角越小,则最大损伤度越大,不同工况下的损伤度变化范围为0.85~0.94;骨料的破坏模式共分为4种,即偏转绕行、止裂、裂纹被骨料吸附和裂纹穿过骨料。本文数值模拟中偏转绕行是主要破坏模式。
英文摘要:
      In order to understand the evolution characteristics of damaging cracks in aggregate concrete, a finite element model of concrete containing aggregate was established using numerical simulation method of statistical damage theory, through which the crack propagation process, acoustic emission law and peak intensity under different working conditions were obtained and the concept of damage degree was defined based on the numerical results of acoustic emission. The results show that the crack evolution under different working conditions presents X-shaped expansion, which is composed of “wing crack” and “reverse wing crack”. The main failure mode of “wing crack” initiation and propagation is tensile failure; the initiation of “reverse wing crack” is caused by shear failure, followed by tension-shear composite failure in the propagation phase. The larger the inclination angle of the prefabricated crack is, the greater the percentage of the aggregate content is and the greater the peak strength of the specimen is, but the increase of compressive strength of the specimens caused by the former is smaller than that by the latter. The damage propagation of the specimens during loading process went through four stages, namely, linear elastic deformation stage, crack initiation stage, crack accelerated propagation stage and damage stable development stage. It is found that the larger the percentage of the aggregate content is, the smaller the inclination angle of the prefabricated crack is and the greater the maximum damage degree is. The range of damage degree under different working conditions is 0.85- 0.94. The failure modes of aggregate can be divided into four types, which are deflected winding crack, crack arrest, crack adsorbed by aggregate, and crack through aggregate. In this paper, deflected winding crack is the main failure mode in the numerical simulation.
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