<span id="fpn9h"><noframes id="fpn9h"><span id="fpn9h"></span>
<span id="fpn9h"><noframes id="fpn9h">
<th id="fpn9h"></th>
<strike id="fpn9h"><noframes id="fpn9h"><strike id="fpn9h"></strike>
<th id="fpn9h"><noframes id="fpn9h">
<span id="fpn9h"><video id="fpn9h"></video></span>
<ruby id="fpn9h"></ruby>
<strike id="fpn9h"><noframes id="fpn9h"><span id="fpn9h"></span>
  • 《工程索引》(EI)刊源期刊
  • 中文核心期刊
  • 中國科技論文統計源期刊
  • 中國科學引文數據庫來源期刊

留言板

尊敬的讀者、作者、審稿人, 關于本刊的投稿、審稿、編輯和出版的任何問題, 您可以本頁添加留言。我們將盡快給您答復。謝謝您的支持!

姓名
郵箱
手機號碼
標題
留言內容
驗證碼

結構加速度頻響函數模型修正的Kriging方法

王巨濤 王春潔 宋順廣

王巨濤, 王春潔, 宋順廣. 結構加速度頻響函數模型修正的Kriging方法[J]. 工程科學學報, 2017, 39(7): 1087-1093. doi: 10.13374/j.issn2095-9389.2017.07.015
引用本文: 王巨濤, 王春潔, 宋順廣. 結構加速度頻響函數模型修正的Kriging方法[J]. 工程科學學報, 2017, 39(7): 1087-1093. doi: 10.13374/j.issn2095-9389.2017.07.015
WANG Ju-tao, WANG Chun-jie, SONG Shun-guang. Structural model updating of acceleration frequency response function based on Kriging method[J]. Chinese Journal of Engineering, 2017, 39(7): 1087-1093. doi: 10.13374/j.issn2095-9389.2017.07.015
Citation: WANG Ju-tao, WANG Chun-jie, SONG Shun-guang. Structural model updating of acceleration frequency response function based on Kriging method[J]. Chinese Journal of Engineering, 2017, 39(7): 1087-1093. doi: 10.13374/j.issn2095-9389.2017.07.015

結構加速度頻響函數模型修正的Kriging方法

doi: 10.13374/j.issn2095-9389.2017.07.015
基金項目: 

國家自然科學基金重點資助項目(51635002)

詳細信息
  • 中圖分類號: V221+.92;TH113.1

Structural model updating of acceleration frequency response function based on Kriging method

  • 摘要: 為提高結構頻響函數模型修正效率,提出將Kriging模型引入優化過程,代替有限元模型進行迭代運算.基于頻響曲線對應頻率點處的響應值之差構造目標函數,并結合初選設計參數進行實驗設計.根據實驗設計結果進行各參數的靈敏度分析,進而篩選出模型修正的待修正參數,基于該參數及其響應構造Kriging模型,經檢驗有效的Kriging模型將參與模型修正過程.以GARTEUR飛機模型為算例,基于加速度頻響數據進行模型修正,修正后模型不僅能復現檢驗點處頻響曲線,還能成功預測結構局部修改后的頻響曲線,證明了Kriging方法應用于頻響函數模型修正的有效性.

     

  • [5] Hemez F M, Brown G W. Improving structural dynamics models by correlating simulated to measured frequency response functions//AIAA-98-1789, 39th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference and Exhibit. Long Beach, 1998:772
    [6] Esfandiari A, Sanayei M, Bakhtiari-Nejad F, et al. Finite element model updating using frequency response function of incomplete strain data. AIAA J, 2010, 48(7):1420
    [12] Sehgal S, Kumar H. Structural dynamic finite element model updating using Derringer's function:a novel technique. WSEAS Trans Appl Theor Mech, 2014, 9:11
    [15] Koch P N, Wujek B, Golovidov O, et al. Facilitating probabilistic multidisciplinary design optimization using Kriging approximation models//9th AIAA/ISSMO Symposium on Multidisciplinary Analysis and Optimization. Atlanta, 2002
    [16] Link M, Friswell M. Working Group 1:generation of validated structural dynamic models-results of a benchmark study utilising the garteur SM-AG19 test-bed. Mech Syst Signal Process, 2003, 17(1):9
    [17] García-Palencia A J, Santini-Bell E. A two-step model updating algorithm for parameter identification of linear elastic damped structures. Comput-Aided Civil Infrastructure Eng, 2013, 28(7):509
  • 加載中
計量
  • 文章訪問數:  818
  • HTML全文瀏覽量:  364
  • PDF下載量:  17
  • 被引次數: 0
出版歷程
  • 收稿日期:  2016-07-14

目錄

    /

    返回文章
    返回
    <span id="fpn9h"><noframes id="fpn9h"><span id="fpn9h"></span>
    <span id="fpn9h"><noframes id="fpn9h">
    <th id="fpn9h"></th>
    <strike id="fpn9h"><noframes id="fpn9h"><strike id="fpn9h"></strike>
    <th id="fpn9h"><noframes id="fpn9h">
    <span id="fpn9h"><video id="fpn9h"></video></span>
    <ruby id="fpn9h"></ruby>
    <strike id="fpn9h"><noframes id="fpn9h"><span id="fpn9h"></span>
    www.77susu.com