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1·The results show that peak stress of rock specimens increases with confining pressure.

研究结果表明，岩样的峰值应力都随着围压的增大而增大。

2·The higher the elastic modulus of adhesive, the smaller the peak stress near the recessing.

随着胶粘剂弹性模量的增大，间隙附近的应力峰值有所降低；

3·Symmetrical deformation mode of the specimen was converted into asymmetrical pattern beyond peak stress.

在应变软化阶段，试样的变形由对称性向非对称性转变。

4·One method to decrease the peak stress at the joint of nozzle and thick cylinder was introduced in this article.

本文介绍了一种降低厚壁圆筒与接管连接处应力峰值的方法。

5·The positions of peak stress and peak displacement will be pointed out; and it is helpful to design underpass structure .

通过有限元分析可以求出结构和土体的位移、应力峰值及其空间位置，为地道桥结构设计提供可靠的分析依据。

6·Relationships among strength parameters, peak stress difference and fractal dimensions of granularity were also discussed.

并讨论强度参数、峰值应力差与粒度分维值的关系。

7·Not only the overhauling period but also the fatigue life is extended by improving the design and reducing the peak stress.

通过改进设计，降低峰值应力，既延长了大修周期，又延长了使用寿命。

8·The complete stress-strain curve of rock could be divided into pre-failure and post-failure regions according to the peak stress.

岩石的应力-应变全过程曲线以峰值应力为界，通常分为破坏前区和破坏后区两个部分。

9·The seepage velocity in peak stress decreases with the increase of confining pressure, and indicates obvious linear relationship.

煤样的峰值渗流速度随围压的增加而减小，呈现较明显的线性关系。

10·A modification to the existing hardening function is proposed to reduce the mesh sensitivity of the plastic strain at peak stress.

为了克服峰值塑性应变的网格敏感性，对现有强化函数进行修正。