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应力-应变-强度
相关语句
  stress-strain-strength
     On the Stress-Strain-Strength Characteristics of Quasi-Overconsolidated Clay
     拟似超固结粘土的应力-应变-强度特性
短句来源
     On the second one, the comparison of stress-strain-strength characteristics between QOC clay and OC clay was performed, and it is shown that an essential distinction between the quasi-over-consolidation characteristics due to aging and the overconsolidation characteristics due to unloading is presented.
     二是将拟似超固结粘土和超固结粘土的应力-应变-强度特性加以比较,从而说明由时间效应产生的拟似超固结特性和由载荷效应产生的超固结特性之间存在本质的区别。
短句来源
     Systematical testing studies on 8 kinds of materials for a high embankment dam whose maximum height is 258 m are performed. Stress-strain-strength characteristics of them in high stress conditions are analyzed through large triaxial tests.
     对某高土石坝(最大坝高258 m)的8种筑坝料进行了系统的试验研究,通过大三轴试验分析高应力状态下它们的应力-应变-强度特性。
短句来源
  “应力-应变-强度”译为未确定词的双语例句
     Study of Stress—Strain—Strength Behavior of Glaciai Till under Complex Stess Condition
     冰碛土的应力-应变-强度特性的研究
短句来源
  相似匹配句对
     The Stress,Strain and Strength Behavior of the Coarse Coal. Ash
     灰渣的应力应变强度特性
短句来源
     Study of Stress—Strain—Strength Behavior of Glaciai Till under Complex Stess Condition
     冰碛土的应力-应变-强度特性的研究
短句来源
     :and intensity of residual stresses(?)
     和残余应力强度(?)
短句来源
     Far Field Strain Methods for Determining the Stress Intensity Factor
     远场应变法测量应力强度因子
短句来源
     SHEAR STRENGTH AND STRESS-STRAIN PROPERTIES OF SAND-GRAVEL MATERIALS
     砂卵石料的强度应力应变特性
短句来源
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  stress-strain-strength
The laboratory evaluations of the stress-strain-strength responses of the three compressible glacial clay strata at the site are almost complete.
      


In this paper, the problems of stress-strain, strength and crack ofthe autofrettaged gun barrel are studied. Elasticoplastic stress-strain analysis ismade with the mixed hardening model, and the analytic expression are obtainedwhich are examined by experiments. The simalative formula of temperature fieldof the residual stresses is obtained. The stress intensity fiactors of the autofre-ttaged gun barrel with cracks are calculated by the finite element method.

本文对自紧身管的应力应变强度及裂纹问题作了研究,采用混合强化模型对自紧身管进行了弹塑性应力应变今析,得到了解析表达式,并用实验作了验证。得到了残余应力的温度场模拟公式。用有限元法计算了带裂纹的自紧身管的应力强度因子。

This paper deals with the additional "structural strength" caused by the secondary consolidation of clay in subsoils.Two problems are covered in this paper. On the first one, the mechanism of yielding pressure PCQ for quasi- overconsolidated clay (QOC clay) is discussed.Then, the "Overshoot" of compression curves for aged clay was tested. It is verified that such a phenomenon is an essential behaviour for QOC clay. On the second one, the comparison of stress-strain-strength characteristics between QOC clay and...

This paper deals with the additional "structural strength" caused by the secondary consolidation of clay in subsoils.Two problems are covered in this paper. On the first one, the mechanism of yielding pressure PCQ for quasi- overconsolidated clay (QOC clay) is discussed.Then, the "Overshoot" of compression curves for aged clay was tested. It is verified that such a phenomenon is an essential behaviour for QOC clay. On the second one, the comparison of stress-strain-strength characteristics between QOC clay and OC clay was performed, and it is shown that an essential distinction between the quasi-over-consolidation characteristics due to aging and the overconsolidation characteristics due to unloading is presented.

本文着重讨论在粘土层中由于次固结所产生的附加结构强度。内容包括两方面,一是分析拟似超固结粘土的屈服压力的机理,并通过实验结果说明越出初始沉积曲线的现象是拟似超固结粘土的本质行为。二是将拟似超固结粘土和超固结粘土的应力-应变-强度特性加以比较,从而说明由时间效应产生的拟似超固结特性和由载荷效应产生的超固结特性之间存在本质的区别。

Abstract

本文提供一个可以与岩石力学变形试验相比较的碳酸盐岩天然流变实例。根据对变形岩石的构造微貌、应变特征、微构造相的系统分析,得出以下主要结论:(1)流动变形期的环境参数分别是:温度为250°~450℃C;压力为200—400MPa;差异应力为60—90MPa;在剪切带内可达110MPa;低应变速率(10~(-13)量级);(2)流变碳酸盐岩的典型组构是小圆环带的单斜对称型式。在剪切带内,可以无优选方位。岩石经受平面应变,略偏向拉伸应变,主压扁面与新生构造面理近于平行;(3)在中低温—中压,低应变速率的变形环境中,扩散作用是碳酸盐岩变形的重要机制之一。在强剪切带内,岩石进入第三蠕变阶段;(4)在褶叠层内部,应力应变强度应变速率的差异表明,分层差异剪切流动作为褶叠层的一种成因模型是可信的。

 
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