• The relationship between the strain increment of external prestressed tendons and the whole structural deformation.

    体外预应力筋的应变增量与结构整体变形的关系。

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  • The device can be applied in the investigation of stress-strain behavior of sand loaded along constant strain increment ratio paths.

    研制开发的试验设备可用于研究砂土在等应变增量比加载条件下的应力应变响应。

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  • And asymptotic state is a more common concept than critical state, which is a particular case when volumetric strain increment equals zero.

    渐近状态是比临界状态更为广泛的一个概念,临界状态是渐近状态在体应变增量为零时的特殊情况。

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  • The 3d constitutive relationship of concrete model is based on the isotropic approach of material with stress strain increment relationship.

    基于材料的各向同性理论,根据应力—应变增量关系,建立了一个混凝土的三维本构关系模型。

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  • The theoretical result shows that the direction of plastic strain increment is determined by the direction of principal stress and stress increment.

    从理论上说明塑性应变增量的方向不仅与应力的主方向有关,还与应力增量的方向有关。

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  • Higher DA leads to higher value of maximum shear strain increment within the specimen. Therefore, more apparent precursor to failure can be observed at higher DA.

    当扩容角较高时,应力峰值时试样内部的最大剪切应变增量较高,因而试样破坏的前兆比较明显。

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  • When the sand is loaded along the constant strain increment ratio paths, the ratio of lateral to axial stress will eventually approach a constant value, i. e. the asymptotic stress ratio.

    当沿着等应变增量比路径加载时,应力比最终趋于一个常数,即渐近状态的应力比;

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  • Experimental results show the typical characteristics of soil liquefaction: excess static pore-water pressure increases, effective stress decreases, and volumetric strain increment increases.

    试验结果验证了砂土液化典型特征:超静孔隙水压升高,有效应力降低,体积压缩积累增大。

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  • Experimental results show the typical characteristics of soil liquefaction: excess static pore-water pressure increases, effective stress decreases, and volumetric strain increment increases.

    试验结果验证了砂土液化典型特征:超静孔隙水压升高,有效应力降低,体积压缩积累增大。

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