• The stress-stain curve shows the strain-hardening characteristic without initial shear stress.

    存在初始剪应力时,应力–应变关系表现硬化型曲线

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  • Axial capacity value of two kinds of structure are calculated with the vertical load as the function of initial shear force.

    初始水平力作用下,计算结构形式竖向荷载作用轴向承载力

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  • However, the interface strength decreases after size scaling while the initial shear modulus increases, which cannot be ignored.

    粒径缩尺接触面强度会降低同时初始剪切模量则有所增长影响不能忽略

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  • The results supported that the initial shear wave velocity of loose saturated soils was a key parameter controlling its cyclic liquefaction resistance.

    这里研究结果支持饱和松散试验土样的初始剪切波速可以作为控制其抗液化强度一个关键参数

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  • The strength resisting liquefaction increases along with the increase of consolidation pressure, sample density initial shear stress, but the increase of initial shear stress is limited.

    液化强度固结压力试样密度、初始剪应力增加而增加,初始剪应力的增加量有一定限度的。

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  • It was found that the amount of the grains broke increased with the shear strain and confining pressure, independent of the initial density of the specimen.

    试验表明颗粒破坏数量随着剪切变形压力增大而增多,与试样初始密度却无直接关系。

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  • This paper discusses the distribution of initial stresses due to the high geostress on the block shear surface in the in-situ shear tests.

    本文研究由于地应力存在引起现场试验试体剪切面上初始应力分布规律

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  • The effects played by transverse shear deformation, panel geometric parameters, total number of plies, fiber orientation, and initial geometric imperfections are studied.

    讨论横向剪切变形曲板几何参数,铺展方式初始几何缺陷等各种参数变化的影响

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  • The influence of confining pressure and drainage shear condition and initial relative density for flyash in steady-state deformation characteristic were discussed.

    着重研究了周围压力剪切排水条件初始相对密实度粉煤灰稳态变形特性影响

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  • It is found that the initial slip length controls the slip behavior at small shear rate, but the critical shear rate controls the boundary slip at high shear rate.

    研究发现初始滑移长度剪切滑移行为起主要作用,临界剪切率决定剪切率下的边界滑移程度。

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  • Density is the essential factor to decide the initial elastic modulus, and the elastic modulus in shear process is the result of combined action of stress status and density.

    密度决定初始弹性根本因素剪切变形过程弹性模量则是密度应力状态共同决定

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  • A direct calculation method of the critical shear stresses was established through observing initial place of slope erosion arising and the characteristic of runoff.

    提出了一种用细沟在坡发生位置相应的水流特性直接计算土壤临界抗剪切应力方法

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  • The results indicate that the stress path is not affected by changing the initial effective mean stress if the shear stress ratio remains the same.

    如果保持相同剪应力初始有效平均正应力归一化的有效应力路径初始有效平均正应力的影响。

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  • Lastly, the influence of the initial imperfection of the shear stress is studied as well.

    讨论初始表面不均匀剪切效应影响程度。

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  • Faster injection (up to a point): less cooling during filling, hence a thinner initial frozen layer, lower viscosity due to shear thinning;

    较快注塑到点):填料过程中冷却较少因此初始固化薄,由于应变稀少而粘性较低

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  • The degrees of effects of water content wand initial average principal stress pm0 on the dynamic shear modulus of undisturbed loess reduce under the condition of pre-shearing stresses.

    存在预剪应力作用时含水率初始平均应力原状黄土剪切影响程度降低

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  • The effects of boundary conditions, loading forms, shear directions and initial imp

    同时,还讨论了边界等件、加载方式剪切力方向初始缺陷影响

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  • Water content wand initial average principal stress pm0 have significant influences on the initial dynamic shear modulus of undisturbed loess under the condition of pre-shearing stresses.

    含水率初始平均应力对预剪应力作用下原状黄土初始剪切量具显著影响

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  • The liquefaction front, originating from the envelope of initial effective stress points, gradually approaches the failure line as the cyclic mobility proceeds as a function of plastic shear work.

    液化作为累积剪切功函数初始应力点包络线开始,随着循环活动性的进行,逐渐接近破坏线

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  • In this paper, initial parameters method for the bending problem of thick beam with shear deformation is presented.

    提出了考虑剪切变形弯曲问题参数

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  • The Initial Parameter Method for Static and Dynamic Analysis of Frame Shear-Wall Structures with Variable Sections;

    此方程组适用于楼层刚度变化不规则框架剪力墙结构分析

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  • The Initial Parameter Method for Static and Dynamic Analysis of Frame Shear-Wall Structures with Variable Sections;

    此方程组适用于楼层刚度变化不规则框架剪力墙结构分析

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