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A numerical and experimental study of static and dynamic behavior in cemented elastic disks

机译:水泥弹性圆盘静动态特性的数值和实验研究

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We introduced a numerical method that is applicable for the analysis of static and dynamic deformations of elastic media. In this numerical study, each elastic body is modeled with a system of several hundred rigid particles that are joined together elastically. Maximum shear stress fields due to external loading are obtained and compared with those obtained by photoelastic experiment. Preliminary results are presented for the stresses generated in circular disk shaped bodies idealized with connected systems of particles. Extension of this simulation method to fragmentation of brittle materials ins also illustrated in an example.
机译:我们介绍了一种适用于分析弹性介质静态和动态变形的数值方法。在此数值研究中,每个弹性体都由一个将数百个刚性粒子弹性连接在一起的系统建模。获得了由外部载荷引起的最大剪切应力场,并将其与通过光弹性实验获得的最大剪切应力场进行了比较。初步结果显示了在圆盘形物体中产生的应力,该形状理想化是由连接的粒子系统组成的。实例中还说明了将该模拟方法扩展为脆性材料碎片的情况。

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