Quasi-quadratic Two-point Conservative Approximation Method for Structural Optimization

碩士 === 國立臺灣大學 === 機械工程學研究所 === 95 === This thesis improves the conventional conservative approximation method for structural optimization. A new quasi-quadratic two-point conservative approximation method is presented in this thesis. Two-point fitting scheme is applied to construct the approximation...

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Main Authors: Yao-Jen Chang, 張耀仁
Other Authors: Tien Tung Chung
Format: Others
Language:zh-TW
Published: 2007
Online Access:http://ndltd.ncl.edu.tw/handle/20450599994213902456
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spelling ndltd-TW-095NTU054890272015-12-07T04:03:59Z http://ndltd.ncl.edu.tw/handle/20450599994213902456 Quasi-quadratic Two-point Conservative Approximation Method for Structural Optimization 結構最佳化設計之準二次兩點保守近似法 Yao-Jen Chang 張耀仁 碩士 國立臺灣大學 機械工程學研究所 95 This thesis improves the conventional conservative approximation method for structural optimization. A new quasi-quadratic two-point conservative approximation method is presented in this thesis. Two-point fitting scheme is applied to construct the approximation function. Both the derivatives and the functional values of the previous design point are adopted to improve the approximation accuracy. By using the new approximation method, the structural behavior functions, such as stress, displacement, natural frequency and dynamic response, can be converted to explicit functions. Therefore, utilizing the conventional optimum techniques can efficiently solve the explicit approximation problem. A computer program is also developed by integrating the approximation method with the finite element software ANSYS. Optimization of several structure design problems can be obtained with fewer design iterations. The results demonstrate that the proposed method can quickly find the convergent and accurate solutions for general structural optimization problems. It proves that the proposed method is efficient and practical in structural optimization. Tien Tung Chung 鍾添東 2007 學位論文 ; thesis 80 zh-TW
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language zh-TW
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description 碩士 === 國立臺灣大學 === 機械工程學研究所 === 95 === This thesis improves the conventional conservative approximation method for structural optimization. A new quasi-quadratic two-point conservative approximation method is presented in this thesis. Two-point fitting scheme is applied to construct the approximation function. Both the derivatives and the functional values of the previous design point are adopted to improve the approximation accuracy. By using the new approximation method, the structural behavior functions, such as stress, displacement, natural frequency and dynamic response, can be converted to explicit functions. Therefore, utilizing the conventional optimum techniques can efficiently solve the explicit approximation problem. A computer program is also developed by integrating the approximation method with the finite element software ANSYS. Optimization of several structure design problems can be obtained with fewer design iterations. The results demonstrate that the proposed method can quickly find the convergent and accurate solutions for general structural optimization problems. It proves that the proposed method is efficient and practical in structural optimization.
author2 Tien Tung Chung
author_facet Tien Tung Chung
Yao-Jen Chang
張耀仁
author Yao-Jen Chang
張耀仁
spellingShingle Yao-Jen Chang
張耀仁
Quasi-quadratic Two-point Conservative Approximation Method for Structural Optimization
author_sort Yao-Jen Chang
title Quasi-quadratic Two-point Conservative Approximation Method for Structural Optimization
title_short Quasi-quadratic Two-point Conservative Approximation Method for Structural Optimization
title_full Quasi-quadratic Two-point Conservative Approximation Method for Structural Optimization
title_fullStr Quasi-quadratic Two-point Conservative Approximation Method for Structural Optimization
title_full_unstemmed Quasi-quadratic Two-point Conservative Approximation Method for Structural Optimization
title_sort quasi-quadratic two-point conservative approximation method for structural optimization
publishDate 2007
url http://ndltd.ncl.edu.tw/handle/20450599994213902456
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