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浅水区波浪作用下海底斜坡失稳破坏的数值分析

陶勇超 孟晓东

天津建设科技2025,Vol.35Issue(5):65-69,5.
天津建设科技2025,Vol.35Issue(5):65-69,5.DOI:10.3969/j.issn.1008-3197.2025.05.015

浅水区波浪作用下海底斜坡失稳破坏的数值分析

Numerical Analysis of Destabilization Damage of Submarine Slopes under Wave Action in Shallow Water

陶勇超 1孟晓东1

作者信息

  • 1. 苏州科技大学 土木工程学院,江苏 苏州 215009
  • 折叠

摘要

Abstract

Based on the commercial software MATLAB,the wave force data in shallow water are obtained and imported into ABAQUS Load Adding Module of large-scale finite element software in the form of external table loads.Combined with the numerical simulation of elastic-plastic finite element,the study explores the influence of wave period,wave height and water depth on the calculation results,so as to preliminarily clarify the mecha-nism of instability and sliding of submarine slopes under the action of nonlinear wave loads.

关键词

海底斜坡稳定性/非线性波压力/浅水区/波浪作用

Key words

submarine slope stability/nonlinear wave pressure/shallow water/wave action

分类

土木建筑

引用本文复制引用

陶勇超,孟晓东..浅水区波浪作用下海底斜坡失稳破坏的数值分析[J].天津建设科技,2025,35(5):65-69,5.

天津建设科技

1008-3197

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