RESEARCH ON TWO-PARAMETER PARABOLIC MOHR STRENGTH CRITERION AND ITS DAMAGE REGULARITY

Q2 Earth and Planetary Sciences 岩石力学与工程学报 Pub Date : 2005-01-01 DOI:10.4028/0-87849-989-x.327
Wang Shui-lin
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引用次数: 13

Abstract

A series of formulas about two-parameter parabolic Mohr strength criterion are derived.Based on the results of uniaxial tension test and uniaxial compression test,the parameters involved in the criterion can be determined,and the damage pattern is also discussed.After that,the formulas about the rupture angle and the friction angle are presented,and the formula of their relationship is also presented.Two-parameter parabolic Mohr strength criterion can describe both shear failure mode and tensile failure mode.In this criterion,the ratio of the uniaxial compression strength and the uniaxial tension strength can be set any value.The formulas of the rupture angle provide concrete theoretical foundation for the direction of crack face and damage pattern in the computation of macro crack propagation.At last,it is also pointed out that Griffith criterion is only an exceptional case of two-parameter parabolic Mohr strength criterion.
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双参数抛物型莫尔强度准则及其损伤规律研究
导出了双参数抛物莫尔强度准则的一系列公式。根据单轴拉伸试验和单轴压缩试验的结果,确定了准则所涉及的参数,并对其损伤模式进行了讨论。然后给出了断裂角和摩擦角的计算公式,并给出了它们之间的关系式。双参数抛物线莫尔强度准则可以同时描述剪切破坏模式和拉伸破坏模式。在该准则中,单轴抗压强度与单轴抗拉强度之比可设任意值。破裂角的计算公式为宏观裂纹扩展计算中的裂纹面方向和损伤模式提供了具体的理论依据。最后指出Griffith准则只是双参数抛物莫尔强度准则的特例。
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来源期刊
岩石力学与工程学报
岩石力学与工程学报 Earth and Planetary Sciences-Geology
CiteScore
4.70
自引率
0.00%
发文量
13155
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Dynamic properties and fracture characteristics of rocks subject to impact loading Development and application of numerical limit analysis for geotechnical materials A monte carlo simulation for discontinuity orientations using bivariate empirical distribution Experimental study of microstructure and rock properties of shale samples Strength of unsaturated lime-treated expansive clay in Hefei
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