WANG Bin, YANG Qing-shan. THE REALIZATION AND APPLICATION OF LOOSELY COUPLED ALGORITHM[J]. Engineering Mechanics, 2008, 25(12): 48-052,.
Citation: WANG Bin, YANG Qing-shan. THE REALIZATION AND APPLICATION OF LOOSELY COUPLED ALGORITHM[J]. Engineering Mechanics, 2008, 25(12): 48-052,.

THE REALIZATION AND APPLICATION OF LOOSELY COUPLED ALGORITHM

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • This paper presents a loosely coupled algorithm to solve fluid-structure interaction problems more effectively. The proposed algorithm combines Computational Fluid Dynamics (CFD) and Computational Structural Dynamics (CSD) codes. The CSD is used to define the fluid region via the computed displacements of structures, while the CFD is used to define the loads on the CSD. For the purpose of illustration, the transfer of loads and displacements is carried out via conservative and non-conservative interpolation respectively. The fluid-structure algorithm can be interpreted as an iterative solution to the fully-coupled, complex problem that results from the discretization of the complete problem. Results from coupling problems of a light membrane structure subjected to wind load indicate that the proposed approach offers a convenient and cost-effective method to solve the FSI problems by coupling CFD and CSD codes.
  • Related Articles

    [1]HUANG Yong-zheng, LIANG Zi-han, WANG Sen-na, XUE Xiao-guang, LI Yi. INFLUENCES OF PRIMARY DESIGN PARAMETERS ON PROGRESSIVE COLLAPSE RESISTANCE OF REGULAR RC FRAME STRUCTURES[J]. Engineering Mechanics, 2023, 40(S): 184-190. DOI: 10.6052/j.issn.1000-4750.2022.05.S021
    [2]YAN Wang-ji, WANG Peng-peng, SUN Qian, REN Wei-xin. RECENT ADVANCES IN SYSTEM IDENTIFICATION USING THE TRANSMISSIBILITY FUNCTION[J]. Engineering Mechanics, 2018, 35(5): 1-9,26. DOI: 10.6052/j.issn.1000-4750.2017.01.0073
    [3]ZHANG Chun, CHEN Lin, SONG Gu-quan, TIAN Fu-zhi. STRUCTURAL DAMAGE IDENTIFICATION BY UNSCENTED KALMAN FILTER WITH l1 REGULARIZATION[J]. Engineering Mechanics, 2017, 34(8): 76-84. DOI: 10.6052/j.issn.1000-4750.2016.03.0156
    [4]AN Ning, XIA He, ZHAN Jia-wang. STRUCTURAL DAMAGE IDENTIFICATION USING VIBRATION RESPONSES OF BRIDGE UNDER VEHICLES WITH UNCERTAIN PARAMETERS[J]. Engineering Mechanics, 2012, 29(10): 275-281. DOI: 10.6052/j.issn.1000-4750.2011.12.0867
    [5]WU Ke-yi, XU Zhao-dong. DAMAGE DETECTION FOR RETICULATED STRUCTURES BASED ON SPECTRUM ENERGY OF FREQUENCY RESPONSE FUNCTION[J]. Engineering Mechanics, 2009, 26(11): 179-183,.
    [6]ZHU Nan-hai, ZHAO Xiao-hua. OPTIMAL CALCULATION OF TIKHONOV REGULARIZATION PARAMETER BASED ON GENETIC ALGORITHM[J]. Engineering Mechanics, 2009, 26(5): 25-030.
    [7]ZHANG Li-tao, LI Zhao-xia, FEI Qing-guo, SUN Zheng-hua. STUDIES ON SOME OF REGULARIZATION PROBLEMS IN STRUCTURAL DAMAGE IDENTIFICATION[J]. Engineering Mechanics, 2008, 25(5): 45-052.
    [8]ZHANG Yu-xin, LI Guo-qiang, ZHANG Jia-liang. STRUCTURAL ELASTIC MODULUS IDENTIFICATION USING FINITE ELEMENT-REGULARIZATION METHOD[J]. Engineering Mechanics, 2007, 24(10): 6-010.
    [9]ZHANG Qing-hua, LI Qiao, TANG Liang. A STATISTICAL DAMAGE ASSESSMENT METHOD BASED ON PARAMETER ESTIMATION[J]. Engineering Mechanics, 2007, 24(8): 15-021.
    [10]GUO Hui-yong, LI Zheng-liang. QUALITATIVE AND QUANTITATIVE IDENTIFICATION OF MULTIPLE DAMAGES BASED ON INCOMPLETE FREQUENCY RESPONSE FUNCTIONS[J]. Engineering Mechanics, 2007, 24(4): 13-017.

Catalog

    Article Metrics

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return