| 注册
首页|期刊导航|人民珠江|基于实体数值计算结果的梁柱内力计算方法研究

基于实体数值计算结果的梁柱内力计算方法研究

魏刚 余军 雷勇 吴建兴 石崇 邱烈望

人民珠江2024,Vol.45Issue(3):131-137,7.
人民珠江2024,Vol.45Issue(3):131-137,7.DOI:10.3969/j.issn.1001-9235.2024.03.014

基于实体数值计算结果的梁柱内力计算方法研究

Internal Force Calculation Method for Beams and Columns Based on Solid Numerical Calculation Results

魏刚 1余军 2雷勇 1吴建兴 2石崇 3邱烈望3

作者信息

  • 1. 罗山县石山口水库灌区管理局,河南 信阳 464235
  • 2. 河南恒禹水利工程有限公司,河南 信阳 464092
  • 3. 河海大学岩土工程科学研究所,江苏 南京 210024
  • 折叠

摘要

Abstract

Solid elements are commonly used for continuous numerical simulations such as finite element and finite difference.The calculation results typically include stress,deformation,and plastic zones.However,these results cannot be directly used for reinforcement design of engineering structures,which are usually reinforced based on internal forces such as bending moment,axial force,and shear force.To address this,we propose a method to calculate the stress of each cross-section point using the linear interpolation method of element edges.The cross-section mesh is divided evenly based on the number of cross-section points,and the divided mesh is considered as the action area of the cross-section point stress to calculate the internal force.Additionally,we calculate the internal force values,including axial force,shear force,and bending moment,for the entire section.We utilize AutoCAD as the result display platform to develop a program that converts the calculation results of solid stress into an internal force diagram.We validate the program using a simple model and apply it to the reinforcement design of specific engineering beams and columns.The research results can serve as a reference for reinforcement analysis based on solid element numerical calculations.

关键词

实体单元/工程结构/内力计算/应力插值/内力配筋

Key words

solid element/engineering structure/internal force calculation/stress interpolation/internal force reinforcement

分类

建筑与水利

引用本文复制引用

魏刚,余军,雷勇,吴建兴,石崇,邱烈望..基于实体数值计算结果的梁柱内力计算方法研究[J].人民珠江,2024,45(3):131-137,7.

基金项目

国家自然科学基金资助项目(41831278) (41831278)

人民珠江

1001-9235

访问量0
|
下载量0
段落导航相关论文