1) zero-energy stress mode
零能变形模式
1.
The new methods to determine the zero-energy deformation modes in the hybrid elements and the zero-energy stress modes in their assumed stress fields are presented by the natural deformation modes of the elements.
通过本征变形模式提出识别杂交元零能变形模式和假设应力场中零能应力模式的新方法,同时给出了在假设应力场中增加应力模式时杂交元变形刚度的计算公式。
2) zero energy mode
零能模式
1.
In this thesis,the interal relations between about shear looking, zero energy mode and patch test are studied, and a reasonable method provided for building general element of thick and thin plate with effectual and realiable numerical solution.
在研究剪切自锁现象（ｓｈｅａｒｌｏｃｋｉｎｇ）、零能模式（ｚｅｒｏｅｎｅｒｇｙｍｏｄｅ）及分片检验（ｐａｔｃｈｔｅｓｔ）等问题的基础上综合考虑了三者之间联系，更清楚地揭示了三者之间内在关系，为建立高效、可靠的厚、薄板通用单元提供了一种合理方法
2.
Based on the original Allman s element with rotating degree of freedom,which has the well-known spurious zero energy mode,a modified element was derived.
该单元基本保持了Allman单元的精度,同时消除了多余的零能模式,而且使转动自由度等同于连续介质力学中关于旋转分量的定义,并对旋转自由度自身的正确性进行了考核。
3.
Numerical analysis of the Cook problem cantilever beam shows that the EAE/Mem element passes the patch test and possesses good convergence,reliability,and precision without a zero energy mode.
应用于经典的Cook问题、悬臂梁问题和MacNeal梁问题,该单元计算精度高、收敛性好、无零能模式。
3) deformation mode
变形模式
1.
Research on Deformation Mode for Electromagnetic Forming of Sheet Metal;
平板件电磁成型的变形模式研究
2.
Effect of deformation modes of retaining structures on earth pressures;
围护结构变形模式对土压力的影响
3.
three kinds of deformation mode were compared.
论述了轴对称圆筒件在锥形凹模中缩口时口部自由弯曲区的变形趋向,对3种变形模式进行了比较,并通过实例计算,证实了按自由弯曲变形模式计算口部应力与变形是合理性。
4) deformation model
变形模式
1.
Features and deformation model for the nappe structures are discussed.
根据 1∶5万区域地质调查资料和野外重点地段的解剖研究 ,将广元 -朝天地区推覆构造划分为四个推覆构造带 ,并论述了该区推覆构造的特征及其变形模式 ;提出了区内滑覆是由推覆形成的 ,其发展方向为由北西向南东 ,扩展方式为前展式。
2.
Taking Hanguguan tunnel on Zhengzhou-Xi\'an passenger-dedicated railway as an example,the authors synthetically analyze and determine the deformation model of the surrounding ground of deep-buried large cross-section tunnels in loess stratum,as well as the working mechanisms of the bolts of these tunnels based on the deformation model,by theoretic analysis and in-situ prototype test.
以郑西铁路客运专线函谷关隧道工程为依托,通过理论分析和现场1?1原型试验相结合,综合分析确定高速铁路大断面深埋黄土隧道围岩内变形模式以及基于此变形模式的锚杆作用机理和作用效果。
5) deformation pattern
变形模式
1.
The superplasticity of Ti 15 3 titanium alloy is studied at two deformation patterns,i.
介绍了Ｔｉ－１５－３钛合金在等速和应变速率循环两种变形模式下的超塑性能，进而探讨它的最佳变形模式计算机优化的原理和实验方法。
6) zero-energy deformation mode
零能应力模式
1.
The new methods to determine the zero-energy deformation modes in the hybrid elements and the zero-energy stress modes in their assumed stress fields are presented by the natural deformation modes of the elements.
通过本征变形模式提出识别杂交元零能变形模式和假设应力场中零能应力模式的新方法,同时给出了在假设应力场中增加应力模式时杂交元变形刚度的计算公式。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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