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stress strain behaviour
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  “stress strain behaviour”译为未确定词的双语例句
     Elastoplastic Modelling for Cyclic Stress Strain Behaviour of 1Saturated Sands
     饱和砂土循环动应力应变特性的弹塑性模拟研究
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     The stress strain behaviour of soils at small strains
     土体的小应变特性(英文)
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     A function of distance between initial stress strain point and point at state boundary surface is adopted to simulate stress strain behaviour of soil in condition of small strain.
     采用从初始应力点到状态边界面的距离为参数的系数来修正硬化准则以模拟土体小应变条件下的应力 应变特征。
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     Triaxial shear tests and stress strain behaviour analysis were carried out on this material. In addition,laboratory study and in situ monitoring results concluded that the properties of plastic concrete achieved all design requirements.
     并对塑性混凝土进行了三轴测试和应力 应变计算分析以及现场监测 ,结果表明其性能达到了设计要求。
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  相似匹配句对
     The stress strain behaviour of soils at small strains
     土体的小应变特性(英文)
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     Structure Analysis and Resreach of Stress-Strain Behaviour of Laterite
     红土的结构分析及应力应变特性的研究
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     Effects ofStress Path on Stress-Strain BehaViour of Sand
     应力路径对砂土应力应变关系的影响
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     Stress-strain behaviour of CFRP-confined concrete in rectangular columns
     碳纤维复合材料(CFRP)约束矩形截面混凝土柱应力—应变关系研究
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     RESEARCH ON STRESS-STRAIN BEHAVIOUR OF SOIL CORE ROCKFILL DAM
     土质心墙堆石坝应力和变形研究
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  stress strain behaviour
The change in cross-link density values from stress strain behaviour and equilibrium swelling data has been correlated with the technological properties of the blends.
      
The phenomena given emphasis include: the stress/strain behaviour in tension and shear, the ultimate tensile strength and notch sensitivity, fatigue, stress corrosion and creep.
      
The leaflet elements exhibit the characteristic nonlinear stress/strain behaviour with a transition point; the posttransition-point modulus being orders of magnitude greater than the pretransition modulus.
      
The modulus and the stress strain behaviour can be simulated by a numerical homogenization procedure, and the influence of residual stresses is found to be negligible.
      
The strain rate dependent stress strain behaviour is discussed in terms of a time dependent network unfolding process.
      
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A method of evaluating the plate-bearing-test settlement of ground soils by pressuremeter test result is proposed in this paper. The method takes into account both the shear deformation effect and the nonlinear stress-strain behaviour of soil body, so, for certain kinds of soils the complete P-S curves thus obtained are fairly in conformity to that of the plate-bearing-test method. This research provides a background for estimating building settlements by pressuremeter test directly.

本文提出一种依据旁压试验结果估算地基土载荷试验沉降量的方法。由于本方法考虑了土体剪切变形引起的沉降和土的应力-应变的非线性反应,在某些土类的范围内,对整个载荷试验过程的P-S曲线的估算,与实际试验结果符合较好。通过这项研究为直接利用旁压试验结果估算建筑物的沉降打下了基础。

The characteristics in stress-strain relationship of sintered Chinese bauxites of thediaspore-kaolinite(DK)type have been investigated primarily by means of the torsionaltesting method.Experimental results indicate that: (1) In the low temperature range,the moduli of rigidity of all grades of sintered bauxite materials tend to increase withtemperature and the magnitude of modulus increased is dependent on the Al_2O_3 con -tent. (2) The stress-strain curves at different temperatures may...

The characteristics in stress-strain relationship of sintered Chinese bauxites of thediaspore-kaolinite(DK)type have been investigated primarily by means of the torsionaltesting method.Experimental results indicate that: (1) In the low temperature range,the moduli of rigidity of all grades of sintered bauxite materials tend to increase withtemperature and the magnitude of modulus increased is dependent on the Al_2O_3 con -tent. (2) The stress-strain curves at different temperatures may be classified into threeparts,viz.,the elastic range,the"slow flow"range and the"rapid flow"range, and corre-spondingly there are two transition temperatures, i. e., that from elasticity to(incipi-ent)plasticity and that from plastic flow to viscous flow.These transition temperaturesare also closely associated with the Al_2O_3 content,when the Al_2O_3 content is about 70%,these temperatures will be the highest.The order of resistance to strain of the materialsis:grade Ⅱ>grade Ⅰ> grade Ⅲ.The relationships between phase composition and micro-structure of the materials and their stress-strain behaviour are discussed.

本文采用扭转试验法等研究我国水铝石-高岭石型(DK 型)烧结高铝矾土材料的应力-应变特征。实验结果表明:(1)各等烧结高铝矾土材料在低温阶段则性模量都与温度并增;模量增加的幅度与材料Al_2O_3含量有关。(2)不同温度的应力-应变曲线可划分为三个阶段,即弹性阶段、慢速流动阶段和快速流动阶段;相对应地有两个转折温度,即由弹性到塑性的转折温度(T_P)和由塑性流动到粘滞流动的转折温度(T_V)。这两个转折温度也与材料的Al_2O_3 含量密切相关;当Al_2O_3 含量近70%时,两个转折温度最高。材料抗应变能力大小的顺序为Ⅱ等>Ⅰ等>Ⅲ等。还讨论了应力-应变特征与相组成和显微结构的关系。

Four Different kinds of geotechnical centrifugal model test including consolidation settlement due to soil weight, dissipation of pore pressure in soft soil stratum and stability of slope and foundation, are reported in this paper. All the modeling strata and boundary conditions were simpler in order to be compared with the results of theoretical computation. However, it is possible to use the same method and device for rather complicated strata and boundary conditions by running model test of soil strata or...

Four Different kinds of geotechnical centrifugal model test including consolidation settlement due to soil weight, dissipation of pore pressure in soft soil stratum and stability of slope and foundation, are reported in this paper. All the modeling strata and boundary conditions were simpler in order to be compared with the results of theoretical computation. However, it is possible to use the same method and device for rather complicated strata and boundary conditions by running model test of soil strata or slope for studying stress-strain behaviour or failure mechanism.

本文报导了四种不同类型的土工离心模型试验,包括填土自重固结沉降、软土中孔隙压力消散、土坡稳定和地基稳定。试验的模型土层和边界都较简单,便于和理论计算结果相比较,但是试验方法和装置同样可用于较复杂的土层和边界情况,做土层或土坡的模型试验,研究应力-应变性状或破坏机理。

 
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