1)intermediate principal stress中主应力
1.Evaluation of effect of intermediate principal stress on sand shear strength;中主应力对砂土抗剪强度影响的分析
2.The influence of intermediate principal stress on studying the characteristic of soil;研究土的特性时中主应力的影响作用
3.Influence of intermediate principal stress on deformation and strength of gravel;中主应力对砾石料变形和强度的影响
英文短句/例句
1.Effects of intermediate principal stress parameter on deformation behavior of sands under cyclic rotation of principal stress axes中主应力系数对应力主轴循环旋转条件下砂土变形特性的影响
2.Modification of Gudehus-Bauer hypoplastic model considering medium principal stress考虑中主应力效应Gudehus-Bauer亚塑性模型的改进
3.True Triaxial Test of Medium Stress Influence on Duncan-Zhang Model中主应力对邓肯-张模型影响的真三轴试验研究
4.Experimental Research on theEffect of Intermediate Principal Stress on Loess Deformation and Strength中主应力对黄土变形强度特性影响的试验研究
5.the influence of intermediate stress中间主应力影响系数
6.To Evaluate the Teachers Capability with the Principal Ingredient Analysis Method;主成分分析在教师能力评估中的应用
7.The Application of Initiative in the Teaching of English Listening;"主动性"教学在英语听力教学中的应用
8.The Application of Constructivism in the English Listening Teaching in Junior High School建构主义理论在初中英语听力教学中的应用
9.Application of System Dynamics to the Development in Shan-bei Leading Industries系统动力学在陕北主导产业开发中的应用
10.The Important Role Library Plays in Constructing Chinese Democratic Politics;图书馆应成为中国民主政治建设的重要力量
11.How to Improve Students′ Ability of Learning in the Maths Teaching;在数学教学中应培养学生自主学习的能力
12.The Applied Study of Principal Component Analysis in Evaluation of Science & Technology Competence;主成分分析在地区科技竞争力评测中的应用
13.The application of main component analysis in valuation of cities overall strength;主成分分析在城市综合实力评价中的应用
14.Application of Analysis Method of Main Composition in Evaluation of the Ability for Paying Debts of Enterprises;主成分分析法在企业偿债能力评价中的应用
15.Application of Principal Component Analysis in Evaluation of Area s Comprehensive Strength;主成分分析法在地区综合实力评价中的应用
16.Application of Fuzzy Comprehensive Evaluation(FCE) to evaluating the capability of enterprise independent exploitation;FCE方法在评价企业自主开发能力中的应用
17.Dicussion on Direction of Principal Geostress in Water Supply Engineering For Middle Part Cities of JILIN Province中部城市引松供水工程区域主应力方向探讨
18.The application of Metacognition into fostering autonomous learners' learning abilities元认知理论在英语自主学习能力培养中的应用
相关短句/例句
intermediate principal stress中间主应力
1.Biaxial compressive test apparatus,test techniques and test results of rock materials are reviewed in the paper,and pointed out shortcomings such as most current failure criteria ignore the affection of intermediate principal stress,samples too small to assess the scale effects and the friction between the loading platen and sample which affects the failure mode of sample.综述岩石双轴压缩研究的试验方法、试验设备和研究成果,指出大部分现有的破坏准则忽视了中间主应力的影响,选用试件尺寸太小以致无法充分考虑尺寸效应,加载头与试件受压面之间存在的摩擦力影响试件破坏形态。
2.The peak value of strength increases with the intermediate principal stress and the maximum of increase is 65.结果表明:峰值强度(σ1)随着中间主应力(σ2)的增加有所提高,峰值强度的最大增加量达到65。
3.Accordingly,the formula of active earth pressure considering the effect of the intermediate principal stress under plane strain condition is proposed.在此基础上,得到了考虑中间主应力影响的主动土压力计算公式。
3)intermediate principal stress ratio中主应力比
1.Then,the influence of the intermediate principal stress ratio is studied.基于SMP强度准则和三剪切角理论,推导了一般应力状态和轴对称状态下砂土峰值内摩擦角间的转换公式,并研究了中主应力比的影响。
4)intermediate principal stress effect中间主应力效应
1.This formula can give some results obtained by previous formulas,and a series of new results which can consider the intermediate principal stress effect.这些新结果可以定量考虑岩石的中间主应力效应,因而能灵活地应用于各类岩石。
5)intermediate principal shear stress中间主剪应力
1.The intermediate principal shear stress influence coefficient was discussed and the effect on active earth pressure and its parameters were investigated.基于双剪统一强度理论,将作用在挡土墙上的土压力视为空间问题,推导出空间主动土压力双剪统一解的简化计算公式,讨论了中间主剪应力影响系数对主动土压力及其参数的影响,并与已有文献的实例进行对比分析。
6)formula of intermediate principal stress中主应力公式
延伸阅读
主应力主应力principal stress zhuyingli主应力(prineipal stress)没有切应力作用的截面上的法向应力。经数学证明，金属塑性加工时于变形物体内某一点的应力状态可用下式所表示的二次曲面来确定: A“一‘X“十乞丁2+氏Z“+2场叉丫 +2殊yZ十2屯Z尤(1)式中A为任意常数，几、丐、么和rx.、，、几分别为作用在通过该点所引三个相互垂直坐标面上的正应力和切应力，X、Y、Z为此二次曲面上某点的坐标。当所取坐标轴的位置发生变化时，即用新的坐标来表示该曲面时，式中各项的系数将发生变化。这样，通过上述确定应力状态的点总可以引出这样三个相互垂直的平面(与坐标面平行)，在其上仅有正应力而无切应力。主应力符号的脚标分别用l、2、3表示，以分别代替正应力的脚标x、y、z。这样，所得到的三个主应力应为。1、。2、a:，分别作用在三个坐标面上。
