应变

An EAP is a formal document that identifies potential emergency conditions at a dam and specifies preplanned actions to be followed to reduce property damage and loss of life.

紧急应变计画是一份正式的文件，它确认水库的潜在紧急状况及特定预先计画的应变行动方案，以确保减少财产及人命的损失

The half-bridge test method uses strain gauge and precision resistor to structure half-bridge circuit, and amplifies strain effects by means of unbalanced bridge.

半桥测试法是将应变片和精密电阻构成一个桥式电路，通过不平衡桥放大应变效果。

The typical shape of the stress-strain diagram for structural steel is shown in Fig.1, where the axial strains are plotted on the horizontal axis and the corresponding stresses are given by the ordinates to the curve OABCDE .

图1 显示的是结构钢材的应力-应变关系图的典型形状；轴向应变是沿着水平轴线绘制，而相应的应力是以坐标至曲线0ABCDE体现。

Aimed at finding out the measure effect of fiber grating sensor under different loads, the Pushover and pseudo static experiment were carried out for three reinforced concrete bridge pier models; the strains of the steel bar and concrete as well as horizontal displacements on top of the model were measured simultaneously by using the fiber grating sensor and the strain gauge (9 groups measure contrast tests).

针对光纤光栅传感器在不同受力情况下的测量效果，选取了3个分别采用Pushover和拟静力加载的钢筋混凝土桥墩模型，运用光纤光栅传感器和电阻应变片及电阻位移计，对模型的钢筋和混凝土应变及顶部水平位移进行了同步测量（共9组测量对比试验）。

And then the influence of two of the damage models, the Kachanov and the gradient-dependent constitutive equations, on the well-posed properties of the fundamental equations in continuum damage mechanics is studied according to the characteristic method of the quasi-linear partial differential equations under the case of one dimension elastic damage.

首先从非局部理论出发，推导了应变梯度损伤本构方程；然后利用一阶拟线性偏微分方程组的特征理论，在一维弹性损伤情况下分析了两种不同的本构模型，即Kachanov损伤本构方程与应变梯度损伤本构方程，对连续介质损伤力学基本方程适定性的影响。

Based on the principle of interaction between plastic volumetric strain and plastic generalized shear strain,the method of numerical modeling for constitutive relations of clay is studied.

以塑性体应变与塑性剪应变之间的相互作用原理为指导，对粘土本构关系的数值建模方法进行了研究。

Higher DA results in higher values of shear strain and volumetric strain in shear band.

扩容角越大，剪切带最终可以获得越来越高的剪切应变和体积应变。

The breakage volumetric strain of rockfill is positive and increases with the increase of axial strain in a trend of hyperbolic curve.

堆石体的破碎体应变均为正值，且随轴向应变的增加而增大，两者近似呈双曲线关系。

Taking a Mohr-Coulomb type of soil as example, the relationship between plastic shear strain and plastic volumetric strain is deduced, and the reason behind volumetric locking is revealed.

以摩尔－库仑模型为例，推导了塑性剪切应变和塑性体积应变的关系，揭示闭锁产生的原因。

Besides, by applying the technique of DPDM, we get the result consisting of the field distribution of displacement, maximum shear strain and volumetric strain. So, this method can be used for analyzing the deformation quantitatively for cohesive soil in the compression experiment.

利用数字照相变形量测DPDM技术进行图像分析，结果包含了位移场、最大剪应变场和体积应变场的分布图，表明这一方法使压缩试验中黏土变形场的量化分析成为可能。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。