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shear slip
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  剪切滑移
     It is pointed out that hydrostatic stress has effects upon shear slip as well as original strength of material, and a shear strength formula is obtained which takes into account the influence of intermediate principal stress on shear strength.
     指出静水应力不仅对材料固有强度,而且对剪切滑移也有影响,从而得到了一个计及中间主应力影响的剪切强度公式。
短句来源
     Calculation of the shear slip failure of borehole in the slope formation
     倾斜地层井眼剪切滑移破坏的计算
短句来源
     The iterative method and VB-5 computer program are applied to solve the equations, and the typical relationship curves about shear slip failure of the rock around borehole are drawn out.
     采用迭代方法和编制的VB - 5计算机程序进行了计算 ,并绘制了倾斜地层中井眼围岩发生剪切滑移破坏典型的关系曲线 .
短句来源
     Interfacial Shear Slip Model of Laminated Composite Plates
     复合材料层板层间剪切滑移模型
短句来源
     According to the three dimensional elastic equilibrium equations and the conditions of interfacial shear slip, a model of interfacial shear slip of laminated composite plates is developed.
     根据三维弹性平衡方程和层间剪切滑移条件 ,导出了一个复合材料层板层间剪切滑移模型。
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  剪切滑动
     Introduce anchor cable for two times high-pressure splits grouting craft at the landslide strong decayed mudstone & broccia, Raise completely soil body of C and ψ and shear slip surface of normal pressure δ and superficial area A for anchor from the macroscopic and tiny. Thus raise bearing capacity for anchor cable of action mechanism.
     介绍了在强风化泥岩、角砾岩滑坡中锚索的二次高压劈裂注浆工艺,从宏观和微观角度分析其全面提高土体的C,ψ值、剪切滑动面的正应力δ和锚固体表面积A,从而提高锚索承载力的作用机理。
短句来源
  “shear slip”译为未确定词的双语例句
     In general machining condition (a_p=0.3,0.7mm), the deformation of chip results from deformation on neighbouring lamellas and from shear slip on crystal face within a lamella.
     研究结果说明在一般切削条件下,(a_p=0.3,O.7mm),切屑形成由层片间发生相互变形和层片内晶面发生滑移引起的。
短句来源
     This kind of earthquake filling and packing is mainly on the zones of torque—compression type and shear slip type.
     这种地震填空,主要发生在那些扭压型和剪滑型的断裂带上。
短句来源
     According to the testing results, the relationship of bond stress and shear slip of corroded steel bar is established.
     最后根据试验结果的统计分析,建立了钢筋锈蚀率与粘结性能的关系
短句来源
     The discriminating discipline for the high slope stability based on the monitoring deformation result, and the quantitative evaluation method based on shear slip, axial force and horizontal pushing force for the stability of high slope are suggested in the article. [
     提出基于外部变形观测成果的边坡稳定性判别准则 ,基于剪切位移、桩基轴力和水平推力观测成果的边坡稳定安全裕度定量评价方法
短句来源
     However, the difference is that the continuous composite slab can carry further substantial load even after the shear slip initiation as against the simply supported slab.
     但与简支组合板不同的是,连续组合板端部出现滑移后,其极限承载能力明显高于相同跨度简支板极限承载力。
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  shear slip
It is apparent, also, that further investigation is required to determine how consistent rules can be established to link micro-failure criteria to equivalent macro-strength and toughness properties for a macro-shear slip surface.
      
The tangential displacement vector has non-vanishing components in both directions, parallel as well as perpendicular to the imposed uniform shear slip, the first being predominant on the second.
      
Here we focused on fractures which are critically-stressed, causing shear slip in a current stress field.
      
The effects of shear slip on the response of angle- and cross-ply laminated plates subjected to different edge boundary conditions are finally studied by means of corresponding numerical results that are obtained, presented and discussed.
      
Being an extension of a relevant model that deals with perfectly bonded laminates, this study accounts further for the effects of shear slip by introducing appropriate interfacial bonding conditions.
      
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In the practical application of engineering, many rock foundations possess a certain extent of the layered phenomena. When forces are applied in a direction parallel or perpendicular to the layered surfaces, these rock foundations present different physical and mechanical properties. Briefly, a favorable result cannot be obtained if treating it simply as an isotropic and homogeneous material. Therefore, we would prefer to treat the layered rock foundations as inhomogeneous materials in opposite.After a brief...

In the practical application of engineering, many rock foundations possess a certain extent of the layered phenomena. When forces are applied in a direction parallel or perpendicular to the layered surfaces, these rock foundations present different physical and mechanical properties. Briefly, a favorable result cannot be obtained if treating it simply as an isotropic and homogeneous material. Therefore, we would prefer to treat the layered rock foundations as inhomogeneous materials in opposite.After a brief description of the elastic matrix, stress matrix and stiffness matrix, the elasto-plastic matrices and the matrices both in tension failure and in shear slip are derived. Thereby, a computer program for solving the two-dimensional problems of layered rocks is compiled. The stresses and strains in the layered foundations of tunnels and underground structures of hydro-electric power plants then can be analyzed and solved.

本文首先简述了层状岩体的弹性矩阵等,然后着重推导出其弹塑性矩阵、应力矩阵和刚度矩阵,以及在受拉破坏与剪切滑移时的弹塑性矩阵等,以便编制能处理层状岩体平面弹塑性问题的计算机程序,运用电子计算机对层状岩体中的水工隧洞及地下厂房等进行分析计算。

Based on shaking table tests and system identification, the nonlinear mathematical models for unreinfoiced concrete block masonry building are presented in this paper. Analysis results show that the "semi-degrading tri-linear" model of restoring force can be only fitted to cracking building, and the"shear-slip" restoring force model can be used to predict the seismic response of masonry building during failure stage.

本文根据五层砌块模型房屋的单向地震模拟振动台试验结果,运用非线性系统识别方法研究了砌块砌体结构在地震荷载作用下各个受力阶段的数学模型。分析结果可供砌块砌体抗震设计和加固时参考。

The gravity gliding structures are widely spreaded in the coal fields in China. Based on the structural environment, the relationship among the strata, rock composition and texture, tectonic deformational characters, moving manner of glided nappe, slipping distance and velocity, origin of the glide fault, and mechanism of gliding deformation, the author classifies the gravity gliding structures in China into five types as follows: the brittle fracture slip-fall with a rapid velocity, the rigid mass slip-rub...

The gravity gliding structures are widely spreaded in the coal fields in China. Based on the structural environment, the relationship among the strata, rock composition and texture, tectonic deformational characters, moving manner of glided nappe, slipping distance and velocity, origin of the glide fault, and mechanism of gliding deformation, the author classifies the gravity gliding structures in China into five types as follows: the brittle fracture slip-fall with a rapid velocity, the rigid mass slip-rub with a relative rapid velocity, the plastic shear slip-move with a slow or rapid velocity, the viscoplastic slip-flow with a relative slow velocity, and viscous rheid slip-fold with a slow velocity. Their mechanical models can be expressed separately by use of the constitutive equation of elastic Hookians body (type one and two), plastic St. Venant body (type three), viscoplastic Bingham body (type four), and viscous Newtonian body (type five). The distribution of stress and process of mechanics in different parts of a gravity structure are represented by the result of a finite element calculation of gravity structure and the analyses of Mohr circle about the relationship between fault and stress axes.

重力滑动构造在我国煤田中广泛分布。根据所处环境、地层关系、岩石性质、形变特点、运动特征、滑距滑速、滑面成因和形变机制等八个因素,可将煤田中的浅层重力滑动构造分为快速脆性断错滑落、较快刚性块体滑错,或快或慢塑性剪切滑移、较慢粘塑性滑流叠褶和缓慢粘性固流滑褶五大类。这些由于特殊的动力条件、岩性特点、应变环境和触发机制等因素控制下所形成的各类重力构造,可分别用弹性虎克体(Ⅰ、Ⅱ类)、塑性盛维南体(Ⅲ类)、粘塑性宾汉体(Ⅳ类)和粘性牛顿体(Ⅴ类)的本构关系去表述它们的力学机制和力学模式。而滑动构造各个部位的应力配置和力学过程是通过一个有限元的计算成果,再结合应力与断层关系的莫尔园分析予以阐述的。

 
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