1.
Griffith criterion of brittle
格里菲斯脆性破坏准则
2.
failure criteriaof fibre reinforced composites
纤维增强复合材料破坏准则
3.
Application Study on Fracture Failure Criterion and Parameter Measurement of Frozen Soil;
冻土断裂破坏准则与参数测试及其应用研究
4.
Multiaxial Failure Criterion of Concrete in Freeze-Thaw Cycling Environment;
冻融环境下普通混凝土的多轴破坏准则
5.
Failure Criterion of Single-layer Saddle-shaped Reticular Shells Subjected to Strong Dynamic Loads
单层鞍形网壳强动力荷载下破坏准则的研究
6.
The Research on Double Parameter Failure Criterion of Steel Tube Composite Column Filled with Steel Reinforced Concrete
钢骨—钢管混凝土柱双参数破坏准则的研究
7.
Analysis on Rock Stability in Mining Process Based on Mohr-Coulomb Failure Criterion
基于Mohr-Coulomb破坏准则的开采过程岩体稳定性分析
8.
Strength prediction for rock mass based on Barton-Bandis nonlinear failure criterion
基于Barton-Bandis非线性破坏准则的岩体强度预测
9.
Vertical Slopes Stability Analysis with Nonlinear Failure Criterion
非线性破坏准则的竖直边坡稳定性分析
10.
Stability of various height waste dumps based on nonlinear strength criterion
矸石山稳定性非线性破坏准则数值模拟分析
11.
Upper bound solution for active earth pressure based on a nonlinear failure criterion
基于非线性破坏准则的主动土压力上限计算
12.
Stability Analysis for Tunnel Roof Based on Nonlinear Failure Criterion
基于非线性破坏准则的隧道顶板稳定性分析
13.
Comments on slope stability based on a series of Drucker-Prager failure criteria
基于系列Drucker-Prager破坏准则评述土坡的稳定性
14.
The adopted failure criterion was a composite Mohr-Coulomb criterion with tension cut-off and the post-peak constitutive relation of rock was linear strain-softening.
计算中采用了莫尔－库仑与拉破坏复合的破坏准则，峰后岩石本构关系为线性应变软化。
15.
Hysteresis energy is a useful basis for the establishment of failure criteria in fatigue.
在建立疲劳破坏准则时，迟滞能量是一个有用的依据。
16.
Limit Analysis Method and Its Application to Geotechnical Engineering with Linear and Nonlinear Failure Criteria;
线性与非线性破坏准则下岩土极限分析方法及其应用
17.
Study on Constitutive Relationship and Failure Criterion of Reactive Powder Concrete (RPC) under Biaxial Compression;
活性粉末混凝土（RPC）二轴受压本构关系和破坏准则研究
18.
Experimental Study on Failure Criterion and Constitutive Relation of Early-age C20 Concrete under Biaxial Stress State
二向应力状态下早龄期C20混凝土的破坏准则和本构关系试验研究