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characteristics of strength
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  “characteristics of strength”译为未确定词的双语例句
     Characteristics of Strength Evolution of Xingtai,Haicheng and TangshanEarthquake and TimeSubordinate Relationship with Ms≥7 0 Part Earthquakes in China Mainland and Its Adjacent Area
     邢台海城唐山地震强度演变特点与中国大陆及边邻部分Ms≥7.0地震的时间随属关系
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     THE CHARACTERISTICS OF STRENGTH DISTORTION AND P WAVE VELOCITY FOR SANDSTONE UNDER DIFFERENT CONDITIONS
     砂岩在不同条件下的强度变形特点和P波速度特征
短句来源
     Basic Expererimental Study on Characteristics of Strength, Deformation and Microseismic under Compression of Coal
     煤岩强度、变形及微震特征的基础试验研究
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     Probabilistic characteristics of strength indexes for Taiyuan silty clay
     太原粉质粘土强度指标概率特征
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     Characteristics of strength robustness of laminated composites
     复合材料层合板的强度鲁棒性特征
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  相似匹配句对
     The characteristics of G.
     论文首先对语音编码的各种方案进行了比较,并对G.
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     Study on the Strength Characteristics of Sands
     表层沙强度特性的试验研究
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     And the characteristics of the G.
     通过仿真和实验,也验证了G.
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     Strength Characteristics of Expansive Soils
     膨胀土的强度特性
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     Strength Characteristics of Unsaturated Loess
     非饱和黄土的强度特征
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  characteristics of strength
We describe the methods and results of investigation of the characteristics of strength and plasticity of a pilot batch of tubes made of KTTs-110 zirconium alloy under the conditions of short- and long-term static loading.
      
It has been found that residual compression stresses can affect favorably the characteristics of strength of both the coating itself and the coated part as a whole.
      
Investigation of structural conditions for improving the characteristics of strength, plasticity, and fracture toughness of mara
      
The influence of low temperature on the reliability of machine parts and on the characteristics of strength of steels and their weld joints is analyzed.
      
The article presents the results of investigations of the characteristics of strength and hardness of the niobium alloys 5VMTs and 10VMTs in the temperature range 290-2000 K.
      
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In this paper the characteristics of strength deformation and rupture of red sandstone under polyaxial compression were studied and the feature of the theoretical surface of strength of rock analysed. The coefficient a which represents the effect of intermediate principal stress σ_2 on the ultimate compressive strength of the rock was determined. The relation between the stress-strain curves along the directions of three principal stresses and the lateral pressure was discussed. The rigid and...

In this paper the characteristics of strength deformation and rupture of red sandstone under polyaxial compression were studied and the feature of the theoretical surface of strength of rock analysed. The coefficient a which represents the effect of intermediate principal stress σ_2 on the ultimate compressive strength of the rock was determined. The relation between the stress-strain curves along the directions of three principal stresses and the lateral pressure was discussed. The rigid and flexible contact modes were adopted during the experiments, and comparisions made between the test results for the two kinds of tests.

本文探讨了红砂岩在多轴压缩下的强度、变形和破坏特性;分析了岩石强度极限面的特征;确定了中间主应力σ_2对红砂岩抗压强度的影响系数α;讨论了三个主应力方向上的应力-应变曲线与侧压力的关系.在试验中采用了刚性接触和柔性接触的试验方式,并且把这两种试验结果作了对比。

It is shown by the study on testing the changes of B value after consolidating the tamped clay and effects to the characteristic of strength of Xiaolangdi Project that the B value of extracted and saturated test sample is measured after consolidation, the shear strength of the earth mass would be increased if B<1. This does not tally with the theory of effective stress. It has also been found by the test that the present used traxial equipment, base and cap of the sample are in smooth flank shape...

It is shown by the study on testing the changes of B value after consolidating the tamped clay and effects to the characteristic of strength of Xiaolangdi Project that the B value of extracted and saturated test sample is measured after consolidation, the shear strength of the earth mass would be increased if B<1. This does not tally with the theory of effective stress. It has also been found by the test that the present used traxial equipment, base and cap of the sample are in smooth flank shape which is not good for sealing: and the B value and the amount of drainage from consolidation observed by conventional testing steps can not reflect the satuation and drainage of test samples properly. The paper has suggested to make two shallow arc grooves on the base and cap and paint with silicone resin for solving the problem of leakage: and also suggested to dewater by using 10~20kpa ambient pressure and take the degree of saturation of B_0 which observed after dewatering and can reflect test sample as appropriate.

对小浪底击实粘上固结后B值的变化及其对强度特性影响的试验研究表明,已抽气饱和的试样,固结后再测定B值,B<1将引起土体抗剪强度增加,但不符合有效应力原理。试验中还发现,目前使用的三轴仪,底座及试样帽为平直侧面型,不利于止水;按常规试验步骤测出的B值及固结排水量不能正确反映试样的饱和情况和排水量。文中提出在底座和试样帽上各开两道弧形浅槽,涂上硅脂以解决漏水问题;并建议用10~20kPa的周围压力排水,以排水后测得的B_0反映试样的饱和度为宜。

The loads acting on the frame of railway vehicle are analysed and the finite element model of the frame is established by using spatial plate and beam elements. The frames stress and displacement distributions are calculated with the GTSTRUDL program. At last, a thorough analysis and discussion about the frames characteristics of strength and stiffness is set up. The research work provided a theory basis for the factory to improve the frames structure.

对某型号轨道车车架所受外力进行了分析,建立了该车架离散为板梁组合结构的有限元模型。应用GTSTRUDL大型通用结构分析程序计算出车架的应力和位移场分布,从强度和刚度观点对车架的性能进行了分析讨论,为进一步改进设计提供了理论依据。

 
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