1) Lade-Duncan yield criterion
Lade-Duncan屈服准则
1.
Under the condition of plain strain,formulas both of the active and passive earth pressure considered the intermediate principal stress are deduced by the Lade-Duncan yield criterion.
在平面应变条件下,应用广义虎克定律结合Lade-Duncan屈服准则,得到了考虑中主应力影响的主动和被动土压力计算公式,其计算出的主动土压力比Rankine主动土压力小,而计算出的被动土压力比Rankine被动土压力大,对实际工程具有一定参考价值。
2) Lade-Duncan failure criterion
Lade-Duncan破坏准则
1.
Based on concrete testing data of failure strength, a suitable Lade-Duncan failure criterion is proposed.
基于混凝土强度的试验资料,首先建立了合理描述混凝土强度破坏特性的Lade-Duncan破坏准则,并将该Lade-Duncan破坏准则转化为等效的Mohr-Coulomb破坏准则。
2.
Based on Lade-Duncan failure criterion,calculating methods of cohesion and internal frictional angle of soil mass under plane strain state are given firstly,and critical edge load,critical load and ultimate load of shallow foundations are further studied in detail by using the cohesion and internal frictional angle.
基于Lade-Duncan破坏准则,在平面应变条件下,本文首先解决了土体内聚力和内摩擦角的合理选取问题,进而利用这些参数进一步探讨了地基的临塑荷载、界限荷载和极限荷载。
3) Lade criterion
Lade准则
1.
The More―Coulomb criterion, Drucker―Prager criterion and Lade criterion were used to predict the well-bore stability of well Suping 1 in Sulige gas field.
结果表明 ,Lade准则具有更好的临界钻井液密度预测效果。
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:宾厄姆屈服值
分子式:
CAS号:
性质:产生宾厄姆流动的起始应力值,用τy表示。一般的牛顿流体和非牛顿流体当剪切应力(τ)大于零时,流体即产生剪切流动;而宾厄姆流体由于分子间的缔合作用和某些有序结构,需要在一定的剪切应力下改变这种结构后,流体才发生流动。
CAS号:
性质:产生宾厄姆流动的起始应力值,用τy表示。一般的牛顿流体和非牛顿流体当剪切应力(τ)大于零时,流体即产生剪切流动;而宾厄姆流体由于分子间的缔合作用和某些有序结构,需要在一定的剪切应力下改变这种结构后,流体才发生流动。
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