slip curve

The software ANSYS is used to calculate the stress of the shear connectors, getting the ultimate bearing capacity of the shear studs and load slip curve, and analyze the stress distribution characteristics of shear studs in concrete which is in the compressive state.

利用大型通用有限元计算软件ANSYS对该剪力连接件进行了加载计算，得到了剪力钉的极限承载力和荷载滑移曲线，分析了混凝土受压状态下的剪力钉应力分布特征。

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The shape and location of the slip curve surface, the ultimate bearing capacity under load were found out when the high fill embankment on slope foundation was under unstable condition.

结合山区高速公路建设的实践，采用足尺模型试验，得出荷载作用下斜坡地基上高填方路堤滑动破坏面出现的位置及形态，并测定了其相应的极限承载力。

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Numerical simulation is conducted by nonlinear finite element method. And the distribution of concrete cracks, stress contour figures, strain contour figures, load-displacement curves and slip distribution curve are acquired.

对构件进行了非线性有限元分析，获得了构件中混凝土裂缝分布图、应力云图、应变云图及荷载&位移曲线图、滑移分布图等。

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The whole bond slip curve and bond stress distribution along embedded length were measured by continuous automatic collection.

采用了连续自动的采集方式，测出了较完整的粘结滑移曲线以及粘结应力沿埋长的分布。

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The curve of vehicle speed, wheel speed and slip ratio were simulated by the model.

用该模型对车辆转弯制动时的车速与轮速的变化、车轮滑移率的变化进行了计算机仿真。

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Using the bond slip constitutive relation curve achieved from push-out experiment, nonlinear finite element analysis for some specimens is carried out, and mechanical behaviors under different bond conditions of steel reinforced concrete beams are analyzed.

利用压出试验所确定的粘结滑移本构关系曲线，对型钢混凝土梁进行非线性有限元模拟，分析型钢混凝土梁不同粘结条件下的受力性能。

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Compared with traditional methods this method demands less condition. If data file can be setup correctly it can search the critical slip curve successfully.

相比较传统方法，本方法对于外界条件基本没有特殊要求，只要能成功的以数据文件的形式刻画出边坡的特性（几何特性、边界条件、外界作用）就能够成功的搜索到最危险滑动面。

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Using the method the chapters introduced to search critical slip surface, and proved by examples, this method is more reliable, and can search, simulate the critical slip curve.

经算例考证，本方法实用可靠，能成功的模拟坡体的最危险滑动面曲线。

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The change of the geotechnical deformation parameters has a great influence on the potential slip curves ( surfaces), and has a little influence on the shape, position and average stability safety factor of the most dangerous potential slip curve ( surface).

岩土的变形参数变化对潜在滑移线（面）的形状影响较大，而对边坡最危险潜在滑移线（面）的形状、位置及平均稳定安全系数影响不大；

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