Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 55 Issue 3
Mar.  2025
Turn off MathJax
Article Contents
CUI Yan, CHEN Liangjun, LU Wei, TENG Jun. Interface Coupling for Structural Multi-Scale Modeling Based on Refined Stress Distribution[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(3): 149-159. doi: 10.3724/j.gyjzG24032507
Citation: CUI Yan, CHEN Liangjun, LU Wei, TENG Jun. Interface Coupling for Structural Multi-Scale Modeling Based on Refined Stress Distribution[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(3): 149-159. doi: 10.3724/j.gyjzG24032507

Interface Coupling for Structural Multi-Scale Modeling Based on Refined Stress Distribution

doi: 10.3724/j.gyjzG24032507
  • Received Date: 2024-03-25
    Available Online: 2025-06-07
  • Publish Date: 2025-03-20
  • The simplified assumptions of stress distribution are used in the existing coupling method based on energy conservation, which leads to the stress distortion near the connected interface, influences the performance analysis of the key components, and reduces the reliability of the whole model. Therefore, the establishment method of the refined stress distribution at the connected interface was proposed, in order to realize the deformation coordination and stress continuity at the connected interface of a structural multi-scale mode. Firstly, the multipoint constraint equation required for interface coupling was derived based on the principle of energy conservation; secondly, the establishment method of calculation model and the determination method of the refined stress distribution were studied; thirdly, the coefficient matrix of the multipoint constraint equation was determined by using the refined stress distribution and the selected element shape functions, and then the coupling state of different dimensional elements was realized; finally, the multi-scale models with various cross-section forms were established based on the different coupling methods, the numerical simulation results were compared and analyzed to validate the feasibility and effectiveness of the proposed method, which shown that the von Mises and displacement errors of the model established based on the proposed method could be reduced to below 2%, and the computation time could be improved by approximately 10%.
  • loading
  • [1]
    MASHAYEKHIZADEH M,MEHRKASH M,SHAHSAVARI V,et al. Multi-scale finite element model development for long-term condition assessment of vertical lift bridge[C]// Structures Congress 2018:Bridges,Transportation Structures,and Nonbuilding Structures. Fort Worth,TX:United States,2018:90- 99.
    [2]
    SADEGHIAN V,KWON O S,VECCHIO F,et al. Modeling beam-membrane interface in reinforced concrete frames[J]. ACI Structural Journal,2018,115(3):825- 835.
    [3]
    MASHAYEKHI M,SANTINI-BELL E. Three-dimensional multiscale finite element models for in-service performance assessment of bridges[J]. Computer-Aided Civil and Infrastructure Engineering,2019,34(5):385- 401.
    [4]
    DOU W Y,ZHANG L L,CHEN G,et al. A boundary-condition-transfer method for shell-to-solid submodeling and its application in high-speed trains[J]. International Journal of Mechanical Sciences,2020,177,105542.
    [5]
    WANG F Y,XU Y L,QU W L. Mixed-dimensional finite element coupling for structural multi-scale simulation[J]. Finite Elements in Analysis and Design,2014,92:12- 25.
    [6]
    林旭川,陆新征,叶列平. 钢-混凝土混合框架结构多尺度分析及其建模方法[J]. 计算力学学报,2010,27(3):469- 475,495.
    [7]
    王凤阳. 输电塔结构多尺度模拟方法及倒塌分析[D]. 哈尔滨:哈尔滨工业大学,2015.
    [8]
    王开宇. 基于多点约束的多尺度建模方法研究[D]. 哈尔滨:哈尔滨工业大学,2016.
    [9]
    MCCUNE R W,ARMSTRONG C G,ROBINSON D J. Mixed-dimensional coupling in finite element models[J]. International Journal for Numerical Methods in Engineering,2000,49(6):725- 750.
    [10]
    岳健广,钱江. 基于能量平衡原理的有限单元耦合方法[J]. 计算力学学报,2015,32(2):232- 238.
    [11]
    YAN F,CHEN W Z,LIN Z B. Prediction of fatigue life of welded details in cable-stayed orthotropic steel deck bridges[J]. Engineering Structures,2016,127:344- 358.
    [12]
    ZHENG Z Y,LI Z X,CHEN Z W. Adaptive multiscale analyses on structural failure considering localized damage evolution on vulnerable joints[J]. Archives of Civil and Mechanical Engineering,2014,14(2):304- 316.
    [13]
    YU Y L,CHAN T H T,SUN Z H,et al. Mixed-dimensional consistent coupling by multi-point constraint equations for efficient multi-scale modeling[J]. Advances in Structural Engineering,2012,15(5):837- 854.
    [14]
    崔燕. 基于监测数据和多尺度模拟的结构性能感知方法[D]. 哈尔滨:哈尔滨工业大学,2019.
    [15]
    LU W,CUI Y,TENG J,Mixed-dimensional coupling method for box section member based on the optimal stress distribution pattern[J]. Measurement,2018,131:277- 287.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (55) PDF downloads(1) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return