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采用Karhunen-Loève分解计算堤坝沉降区间场

周婷 介玉新 张延亿

水力发电学报2024,Vol.43Issue(5):103-114,12.
水力发电学报2024,Vol.43Issue(5):103-114,12.DOI:10.11660/slfdxb.20240510

采用Karhunen-Loève分解计算堤坝沉降区间场

Interval field analysis of dam settlement using Karhunen-Loève decomposition

周婷 1介玉新 1张延亿2

作者信息

  • 1. 清华大学 水圈科学与水利工程全国重点实验室,北京 100084||清华大学 水利部水圈科学重点实验室,北京 100084||清华大学 水利水电工程系,北京 100084
  • 2. 中国水利水电科学研究院,北京 100044
  • 折叠

摘要

Abstract

The settlement analysis of a dam faces a complicated nonlinear problem due to the coupling of internal and external factors during its construction and operation.The dam settlement interval established using the non-probability method helps the quantitative description of multi-source uncertain information,making the calculation more agreeable with the real case.This paper describes a new method of combining the Duncan-Chang model calculations of dam settlement with the Karhunen-Loeve decomposition,through extending the interval field finite element method from the linear elastic model to a nonlinear model.In this method,the variability of tangential modulus is described using a spatial dependence function in the form of square exponents;the Galerkin method with the Legendre polynomial basic functions is used to calculate the eigenvalues and eigenfunctions of variable modulus characteristics.We have coded an Abaqus user subroutine UMAT to implement the interval Duncan-Chang model,and adopted a Python script to calculate the response interval of dam settlement stress to the variations in modulus parameters,with the settlement interval so calculated being compared with the traditional vertex method.Analysis of engineering cases shows that our new method can effectively calculate the dam's settlement interval that covers the vertex interval,and that the cost of finite element calculations is reduced from exponential to polynomial.The method can be further extended to the analysis of long-term dam deformation.

关键词

大坝沉降/非确定性分析/区间场有限元/Karhunen-Loève分解/Galerkin方法

Key words

dam settlement/non-deterministic analysis/interval finite element method/Karhunen-Loève decomposition/Galerkin method

分类

水利科学

引用本文复制引用

周婷,介玉新,张延亿..采用Karhunen-Loève分解计算堤坝沉降区间场[J].水力发电学报,2024,43(5):103-114,12.

基金项目

国家重点研发计划(2023YFC3011401) (2023YFC3011401)

清华大学水圈科学与水利工程全国重点实验室(sklhse-2023-D-01) (sklhse-2023-D-01)

国家自然科学基金项目(52108372) (52108372)

水力发电学报

OA北大核心CSTPCD

1003-1243

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