拱坝与水库冻水相互作用研究

Ali Reza Sadat Barikani, M. Hashemiravan
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引用次数: 0

摘要

“阿米尔卡比尔”混凝土拱坝是伊朗卡拉吉河上修建的最重要的拱坝之一。本文采用三维有限元方法对“Amir Kabir”拱坝及水库水进行了建模。通过拱坝与水库三维有限元模型的静力分析,研究了拱坝与水库的相互作用。由于冰的压力,坝顶的位移已经证明了这一结果。冰压对坝顶单位长度的影响是由Creager研究得出的,本文对此进行了解释。静荷载包括坝体自重、水的静水压力和冰的压力等均布荷载对坝顶的影响。给出了坝体上下游面最大拉应力和最大压应力分布图。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation on Interaction between Arch Dams and Frozen Water of Reservoir
“Amir Kabir” concrete arch dam is one of the most important of arch dams which has been built on Karaj River in Iran. In this research, “Amir Kabir” arch dam and water of the reservoir has been modeled with 3d finite elements. Interaction between arch dam and reservoir has been studied with static analysis of the 3d finite element modeling of the dam and reservoir. The results have been shown by displacement of dam crest because of the pressure of ice. The amount of ice pressure which affects on unit length of the dam crest has been obtained from Creager researches and it has been explained in the paper. In this research static and temperature analysis was done on dam and reservoir Static loads consist on weight of the dam, hydrostatic pressure of water and ice pressure as a uniform load affects on dam crest. Also contour of maximum tensile stresses and maximum pressure stresses on upstream and downstream face of the dam was shown.
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