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MARC. And also the influence on final thickness distribution of surface friction of preforming die and forming die was analyzed.

MARC有限元模拟研究了不同形状的预成形模对深筒形件侧壁厚度分布的影响,并分析了预成形模和终成形模的表面摩擦系数分别对成形件壁厚分布的影响,提出了模具型面变摩擦控制厚度分布的方法。

By means of FEM, the stress and strain distribution and the flow direction of the deformed materials in typical planes of this mechanical model are analyzed. The influencing regularities of the main factors, such as rib width, friction coefficient, rib side angle, material characteristics are also discussed.

利用刚塑性有限元方法,对这种简化力学模型典型平面上的应力应变分布以及变形后材料的流动方向等方面进行了深入分析,并对主要因素,如凸筋宽度、摩擦系数、凸筋侧壁角度、材料特性对凸筋高度和形状的影响规律进行了研究。

Based on periodic Daubechies wavelet coefficients feature of the description function, the global matching problem and the local matching problem of the contour curve are discussed.

摘要利用形心点和Aggarwal的形殊点,定义了轮廓形状的描述函数和起始点,并运用描述函数的Daubechies周期小波系数特征,讨论了闭合轮廓曲线的整体匹配和局部匹配问题。

3D integer model of spillway and frusta of brake are established and numerical computation of 3D viscous flow over spillway is completed. The influence of frusta of brake for design parameters such as shape of free surface,pressure on dam,flux coefficient is computed aim at type of frusta of brake and disposal on dam and compute result of different type of frusta and disposal model is compared.

6通过建立溢流坝和闸墩的三维整体模型,完成了对三维过坝水流粘流场的数值计算,针对闸墩的型式及在坝面的布置计算了闸墩对水面线形状、坝面压力、流量系数等设计参数的影响,并将不同墩型与布置形式的计算结果进行比较。

The influence of train running speed, wheel-rail friction coefficient, vehicle load, track geometric irregularity, partly load, gauge and the shape of wheel tread on derailment was emphasized.

论文重点分析了车辆运行速度、轮轨摩擦系数、车辆载重、轨道几何不平顺、偏载、轨距大小、车轮踏面形状等因素对脱轨的影响。

In this phase transformation range and under its elastic limit of shape memory effect range , the relationship of elastic modulus of SMA with temperature is nonlinear.

实验结果显示,SMA在100%沃斯田体与100%麻田散体相变化范围内,其弹性系会受到自身温的影响,在这个相变化范围内,SMA於形状记忆效应范围内,在其弹性限以下,其弹性系数与温度呈非线性关系,本研究藉由实验数据,建了弹性系与温的关系式。

In this paper,the new method used to get the section resistance coefficient K is presented,the iterative procedure is established to calculate the internal forces of arch bridge with flat hinge joints,and the computational example is given.

针对这种情况,提出了确定平铰截面抗力系数K的新方法,建立了计算平铰拱桥内力的迭代算法,并进行了实例计算,研究结果表明,这一方法对具有任意个平铰、任意形状截面的拱桥结构是适用的。

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