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峰值后区特性
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  “峰值后区特性”译为未确定词的双语例句
     In this paper analysis is made on the conditions, under which the post-failure curves of type Ⅰ and type Ⅱ are formed, and from the viewpoint of energy, based on the newest experimental data, a discussion is conducted, which shows the irrationability of the curve of type Ⅱ.
     本文对“Ⅰ型”与“Ⅱ型”峰值后区曲线的形成条件进行了分析,并根据能量观点和最新的试验结果讨论了“Ⅱ型”曲线的不合理性,同时对峰值后区特性提出了新的见解。
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     After reperfusion,the peak values of SR_ IVR- were decreased.
     再灌注SRIVR-峰值降低。
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     Mean time to peak level was 16 hours after PTCA in patients with primary PTCA and was 72 hours after hospitalzation in the control group.
     对照组入院72h达峰值
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     A DISCUSS ON POST-FAILURE BEHAVIOR OF ROCK
     也论岩石峰值特征
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     Post Modernization
     现代
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     These results also indicated that the bacterium T.
     诱变的T .
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  post-failure behavior
The post-failure behavior is modeled by means of softening rule that is based on a two fractions mixtures theory for sand.
      
Determination of the post-failure behavior of brittle rock using a servo-controlled testing machine
      
Determination of the Post-Failure Behavior of Brittle Rock Using a Servo-Controlled Testing Machine.
      
Finite element analysis of local damage and post-failure behavior for strain-softening solid
      
Beyond this point the sample begins to shed load and fail, displaying its post-failure behavior.
      
  post-failure behaviour
Influence of width/height ratio on post-failure behaviour of coal
      
Special capabilities added to this general elasto-plastic model permit simulation of the post-failure behaviour of the rock mass.
      
The cracking processes during the indentation test of brittle solids is simulated by means of the finite element method (FEM) using elements exhibiting cohesive post-failure behaviour and alumina as the model material.
      
Possibly they have had a positive effect on the general post-failure behaviour of the broken prototype.
      
The post-failure behaviour of a thin-walled structure is a factor of a great importance.
      


The complete stress-strain curve of rock specimens under uniaxial compression is of sigaificant importance in the geomechanical researchand engineering application. In this paper analysis is made on the conditions, under which the post-failure curves of type Ⅰ and type Ⅱ are formed, and from the viewpoint of energy, based on the newest experimental data, a discussion is conducted, which shows the irrationability of the curve of type Ⅱ. A new opinion on the post-failure behaviour is presented.

岩石试件在单轴匠缩条件下的应力-应变全过程曲线,在岩石力学研究与工程应用中有着重要意义。本文对“Ⅰ型”与“Ⅱ型”峰值后区曲线的形成条件进行了分析,并根据能量观点和最新的试验结果讨论了“Ⅱ型”曲线的不合理性,同时对峰值后区特性提出了新的见解。本文中的最新试验结果是在三位作者合作研制的自适应控制岩石力学试验机上作出的。

 
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