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

机译:在柬埔寨吴哥窟纪念碑中应用DDA研究残余位移的累积过程

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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:在干燥的砖石建筑中(例如柬埔寨的吴哥纪念碑),残留的位移被认为是导致塔倾斜和倒塌的根本原因,该位移在施工后的1000多年中已经积累。在本文中,应用不连续变形分析DDA(包括对在配方中石块之间产生滑动后的动摩擦状态的评估),我们对吴哥碑进行了数值分析,重点是残余位移的累积过程。应用DDA对平台进行建模,验证残余位移的累积过程。然后,针对雨季和旱季以一年为周期的现象,验证了平台残余位移的季节累积与塔顶倾角之间的关系。另外,为了降低DDA的计算成本,我们对DDA应用了并行计算。使用Microsoft HPC Server 2008进行并行计算,对Prasat Suor Prat塔进行了数值分析,以反映砌体结构的特征,并比较了DDA和FEM计算的位移和应力分布。

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