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溃坝流冲击特性的B样条物质点法模拟研究

华云军 周晓敏 徐云卿 孙政

计算力学学报2025,Vol.42Issue(5):772-779,8.
计算力学学报2025,Vol.42Issue(5):772-779,8.DOI:10.7511/jslx20240508001

溃坝流冲击特性的B样条物质点法模拟研究

Study on the impact characteristics of dam-break flow based on the B-spline material point method

华云军 1周晓敏 2徐云卿 1孙政2

作者信息

  • 1. 江西理工大学土木与测绘工程学院,赣州 341000
  • 2. 江西理工大学土木与测绘工程学院,赣州 341000||江西理工大学河流源头水生态保护江西省重点实验室,赣州 341000
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摘要

Abstract

Accurately simulating the impact characteristics of a dam break is of paramount significance for the prediction and mitigation of dam-break flow disasters.The B-spline material point method(BSMPM),as an improved algorithm of the material point method(MPM),effectively enhances computational accuracy and improves convergence.However,the BSMPM solves the governing equations based on a tensor grid rather than an Eulerian background grid.Moreover,its interpolation shape functions have a larger influence domain.Consequently,when solving problems involving fluid-structure coupling and contact,issues such as premature contact,difficulty in capturing contact interfaces,and challenges in calculating contact forces arise.Within the same tensor grid space of the BSMPM,accurate capture of contact interfaces is achieved based on the relative velocities and unit outward normals of the same nodes;employing the Greville Abscissa enables precise contact of contacting objects,thereby avoiding premature or spurious contact;through the Lagrange multiplier method,interface contact forces are accurately determined,thus constructing a high-precision contact algorithm for fluid-structure strongly coupled problems,facilitating research on the simulation of dam-break fluid impact with rigid and elastic obstacles,and enabling a comparison with existing experimental or simulated results.The results demonstrate that the simulated impact loads and structural deformation evolution patterns correspond well with existing experimental/simulated results.For rigid obstacles,the peak impact pressure exhibits concave parabolic growth and positive correlation exponential function growth with increasing water level and dam-break slope,respectively.For elastic obstacles,the peak impact pressure decreases exponentially with the increase in the height of the probing point.The feasibility and effectiveness of simulating dam-break flow impact problems using the BSMPM contact algorithm are validated,providing a new perspective for simulating dam-break flow impact problems.

关键词

溃坝流/冲击特性/B样条物质点法/接触算法

Key words

Dam-break flow/impact pressure characterization/B-spline material point method/contact al-gorithm

分类

力学

引用本文复制引用

华云军,周晓敏,徐云卿,孙政..溃坝流冲击特性的B样条物质点法模拟研究[J].计算力学学报,2025,42(5):772-779,8.

基金项目

国家自然科学基金(12262013 ()

11902127) ()

江西省自然科学基金杰出青年基金(20232ACB211005) (20232ACB211005)

江西省主要学科学术和技术带头人培养计划(20225BCJ23022)资助项目. (20225BCJ23022)

计算力学学报

OA北大核心

1007-4708

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