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Study on the accumulation process of residual displacement by applying DDA in the Angkor monument Cambodia

机译:在吴哥纪念碑柬埔寨应用DDA剩余位移累积过程研究

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In a dry masonry construction, such as the Angkor monument in Cambodia, a residual displacement, which has been accumulated over 1000 years after the construction, is assumed as the essential cause of a tower inclination and collapse. In this paper, applying the discontinuous deformation analysis, DDA, which includes an evaluation of the kinetic friction state after a slide generated between stones in formulization, we conducted a numerical analysis of the Angkor monument focusing on the accumulation process of the residual displacement. Applying DDA, a platform is modeled and the accumulation process of the residual displacement is verified. Then, we verified the relationship between the seasonal accumulation of residual displacement of the platform and the tower inclination, focusing on the phenomenon that the rainy season and the dry season come in the cycle of one year. In addition, to reduce the calculation cost of DDA, we applied a parallel computing to the DDA. Using Microsoft HPC Server 2008 for parallel computing, a numerical analysis of Prasat Suor Prat tower, reflecting the characteristic of masonry construction, was conducted and we compared the displacement and stress distribution calculated by DDA and FEM.
机译:在柬埔寨的吴哥纪念碑等干式砌体结构中,施工后1000多年来一直在累积的残余位移,被认为是塔倾斜和崩溃的基本原因。本文应用不连续变形分析,DDA,该DDA包括在配方中结石之间产生的载玻片后的动力学摩擦状态的评估,我们对专注于残留位移的累积过程的吴哥纪念碑进行了数值分析。应用DDA,建模平台,验证了残余位移的累积过程。然后,我们验证了平台剩余位移的季节积累与塔倾向之间的关系,专注于雨季和旱季在一年的周期中的现象。此外,为了降低DDA的计算成本,我们将并行计算与DDA应用于DDA。使用Microsoft HPC Server 2008进行并行计算,进行了Prasat苏定帕塔塔的数值分析,反映了砖石结构的特征,并与DDA和FEM计算的位移和应力分布进行了比较。

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