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缺口对混凝土单轴直接拉伸应力-应变全曲线的影响 被引量:9

Influence of Specimen Notches on the Test Results of Concrete in Uniaxial Direct Tension
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摘要 对比分析了混凝土单轴直接拉伸应力-应变全曲线试验中缺口试件和无缺口试件的试验结果的差异,并对其原因进行了探讨.结果表明:试件缺口对应力-应变全曲线试验结果存在一定的影响,即该试验采用无缺口试件是非常必要的. In this paper, the test results of stressstrain curves in uniaxial direct tension of notched specimens are compared with that of unnotched specimens, and the differences between two types of specimens are discussed. It is concluded that because the notch will have some effect on the test result of stressstrain curve, the unnotched specimen is suggested to use in the uniaxial direct tensile test of concrete.
作者 彭勃 陈志源
出处 《建筑材料学报》 EI CAS CSCD 2003年第2期142-146,共5页 Journal of Building Materials
关键词 混凝土 单轴 拉伸应力 试验方法 原因 concrete tensile test test method specimen
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参考文献4

  • 1顾惠琳,彭勃.混凝土单轴直接拉伸应力-应变全曲线试验方法[J].建筑材料学报,2003,6(1):66-71. 被引量:19
  • 2Jan G M van Mier. Fracture processes of concrete[ M]. Florida, USA:CRC Press, lnc, 1997.
  • 3Schorn H, Berger.Bockcr T. Test method for determining process zone position and fracture energy of concrete[J ]. Experimental Techniques, 1989,13(3) :29-33.
  • 4Cattaneo S,Rosati G,Effect of different boundary conditions in direct tlect tests: experimental results[J]. Magazine of Concrete Research, 1999,51 (5) : 365--374.

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