基于弹性有限元的高拱坝安全度敏感性分析

Sensitivity Analysis of High Arch Dam Safety Based on Elastic Finite Element

以溪洛渡高拱坝为例,针对弹性有限元评价高拱坝安全度存在的问题,以基本荷载组合作为基本研究工况,考虑整体自重、分缝自重及施工浇筑过程自重三种自重荷载作用方式,研究可能的水荷载与温度荷载变化、地质条件变化及大坝材料的抗力变化,分析变化量对大坝安全度的敏感性。计算结果表明,对温降工况,影响建基面相对受拉面积的因素从大到小依次为水荷载、混凝土弹模、地基弹模、自重作用方式、温度荷载。

The elastic finite element has drawbacks for evaluating high arch dam safety. Taking Xiluodu high arch dam for an example, based on the conditions of basic load combination, possible water load change, temperature load change, possible geological condition change and dam material resisting force change are studied by considering three dead weight load function ways of overall weight, parting weight and weight in process of construction. And the sensitivity of above-mentioned change to dam safety is analyzed. The results show that for the temperature falling conditions, the factors influencing foundation plane relative tension area rank from large to small as follows： water load, concrete elastic modulus, foundation elastic modulus, weight function way and temperature load.