1.
The Elastic-plastic Solution of Expansion of Spherical Cavities on the Basis of New Tri-shear Failure Criterion
基于三剪强度准则的球形孔扩张问题的弹塑性解
2.
Three-parameter Generalized Failure Criteria Based on Tension,Compression and Shear Uniaxial Strength
基于拉伸、压缩、剪切单轴强度试验值的材料三参数广义强度准则
3.
Hardening function of two-parameter twin shear unified failure criterion
双剪双参数强度准则硬化函数的探讨
4.
Application of Hoek-Brown Experience Strength Criterion in Obtaining Shear Strength Parameters of Rock Mass in Qinglian High Way
Hoek-Brown经验准则在清连公路岩体综合抗剪强度指标确定中的应用
5.
Determination of the Shear Strength Parameters of Rock Mass Based on Nonlinear Failure Criterion
基于非线性破坏准则的岩体剪切强度参数确定方法
6.
Programming solver tools of Excel evaluate shear strength parameters from results of triaxial tests
Excel规划求解三轴试验抗剪强度指标
7.
Study on the Shear Strength Design Standard of Granular Base;
级配碎石基层抗剪强度设计标准的研究
8.
The Relationship of Rock Strength Criteria and Fracture Toughness
浅析岩石强度准则与断裂韧度的关系
9.
Stiffness and Strength Criteria for Design of Buckling-Restrained Braces
屈曲约束支撑设计的刚度与强度准则
10.
Application of SMP Strength Criterion in Geotechnical Engineering;
SMP强度准则在岩土工程计算中的应用
11.
Failure criterion based on SMP for anisotropic geomaterials
基于SMP的岩土各向异性强度准则
12.
STUDY ON STRENGTH CHARACTERISTICS OF SLATES BASED ON HOEK-BROWN CRITERION
基于Hoek-Brown准则的板岩强度特征研究
13.
General Strength Criterion for Composite Laminated Structures
复合材料层合板结构的广义强度准则
14.
If the shear strength variable had a value of 0.15, however, the dead regions would be large and the plug would be large.
假如该剪切强度变量为0．15，则停滞区和颈区都要变大。
15.
On the Effective Range of the Griffith Criterion and the Influence of the Configuration of Crack on the Criterion
关于格利菲思强度准则的适用范围和裂缝形状对准则的影响
16.
testing methods for shear strength of plastics by punch tool
塑料剪切强度试验方法
17.
uniform strain shearing strengh tester
等应变剪切强度测试仪
18.
Comparison on Shear Bond Strength of Edgewise Brackets Bonding with Three Orthodontic Adhensives under Different Adhensive Conditions;
三种正畸秞质粘接剂在不同粘接条件下的抗剪切强度比较