1) equivalent area circle yield criterion
等面积圆屈服准则
1.
Derivation of Mohr-Coulomb equivalent area circle yield criterion;
Mohr-Coulomb等面积圆屈服准则的推导
2.
This paper analyzed the stability problem of some deep foundation pit by using Mohr-Coulomb equivalent area circle yield criterion and strength reduction by FEM.
将Mohr-Coulomb等面积圆屈服准则和有限元强度折减系数法相结合,提出了在平面应变条件下有限元分析模型的选取、边界条件的处理方法、收敛条件,以及采用大型通用有限元程序ANSYS分析边坡稳定时c、φ值的替换原则,最后用于分析某工程深基坑复合边坡的稳定问题,给出该工程边坡的安全系数。
3.
The stability problem of some deep foundation pit is analyzed by Mohr-Coulomb equivalent area circle yield criterion and strength reduction by FEM.
采用Mohr-Coulomb等面积圆屈服准则和有限元强度折减系数法分析某工程深基坑复合边坡的稳定问题, 提出了在平面应变条件下有限元分析模型的选取、边界条件的处理方法、收敛条件, 以及采用大型通用软件ANSYS分析边坡稳定时c、φ值的替换原则; 计算出该工程边坡的安全系数为 1 718。
2) Mohr-Coulomb equivalent area circle yield criterions
摩尔-库仑等面积圆屈服准则
3) general yielding criterion
全面屈服准则
1.
The critical crack dimensions 2acr of the weld metals were determined by tensile test in terms of the general yielding criterion.
通过拉伸试验、依据全面屈服准则确定接头焊缝金属的临界裂纹尺寸2α_(cr);经过统计计算,发现影响2α_(cr)的最显著因子,获得了2α_(cr)服从的最优统计分布。
4) yield criterion
屈服准则
1.
Application of twin τ~2 shear yield criterion in plate round hole issue;
双τ~2屈服准则在受压平板圆孔问题中的应用
2.
Applying micromechanical method to characterize the yield criterion for polysynthetically twinning crystals of TiAl;
以细观力学法确定γ-TiAl基PST晶体宏观屈服准则
3.
Two-parameter parabolic-type yield criterion based on Mohr strength theory;
基于Mohr强度理论的双参数抛物线型屈服准则
5) yield criteria
屈服准则
1.
Updated 5-parameters Barlat-Lian yield criteria;
改进的5参数Barlat-Lian屈服准则
2.
Effects of anisotropic yield criteria on the prediction of wrinkle during the deep-drawing forming of aluminum alloy sheet;
各向异性屈服准则对铝合金板深冲起皱预测的影响
3.
Barlat'91 yield criteria account for six stress components is adopted to describe the material constitutive behaviors of aluminum alloys.
采用Barlat' 91材料屈服准则准确描述铝合金板料各向异性,通过与其它屈服准则的比较发现,Barlat 91屈服准则能反映在单轴拉伸和等双轴拉伸条件附近屈服面的小曲率半径。
6) yield rule
屈服准则
1.
The authors established a new onedimensional elastic viscoplastic consolidation model based on several theoretic concepts, such as compressibility characteristics of soil, reference state and yield rule of elastic viscoplastic soils, etc.
建模时考虑固结压缩的分段性,引入参考应力状态概念、弹黏塑性屈服准则以及一些其它观点,同时结合殷建华[3]等提出有效应力、应变和蠕变速率的唯一性原则,建立了一个原状土的一维弹黏塑性固结模型。
补充资料：等面积定则
等面积定则
equal area criteria
dengm旧nJId旧gZe称面积定则(叫ual area criteria)铭定计葬.见哲态
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条