Interface Coupling for Structural Multi-Scale Modeling Based on Refined Stress Distribution
-
摘要: 基于能量守恒的界面耦合法采用了简化的应力分布假设,导致结构多尺度模型在连接界面处应力失真、局部性能分析受影响、结构整体模型可靠性降低。为此,提出连接界面处精准应力分布确定方法,以实现结构多尺度模型在连接界面处的变形协调和应力连续。首先基于能量守恒推导不同尺度单元在连接界面处的多点约束方程;其次,研究应力分布计算模型建立方法和精准应力分布确定方法;然后,运用精准应力分布和单元形函数确定多点约束方程系数矩阵,完成多点约束方程构建,实现多尺度模型中不同维单元耦合;最后,利用所提方法建立多种截面形式的多尺度模型,对比分析基于不同耦合方法的模拟结果。结果表明基于所提方法建立模型的von Mises和位移误差能降至2%以下,计算用时可提高约10%。Abstract: 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%.
-
[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. -
点击查看大图
计量
- 文章访问数: 55
- HTML全文浏览量: 12
- PDF下载量: 1
- 被引次数: 0
登录
注册
E-alert
登录
注册
E-alert
下载: