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Simultaneous optimization of stiffener layout of 3D box structure together with attached tuned mass dampers under harmonic excitations
This paper presents a novel and effective design method to improve the structural dynamic performance of 3D box structures subjected to harmonic excitations by combining the stiffener layout optimization with the optimal tuning of attached tuned mass dampers (TMDs). First, the adaptive growth method...
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Published in: | Structural and multidisciplinary optimization 2021-08, Vol.64 (2), p.721-737 |
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creator | Shen, Lei Ding, Xiaohong Hu, Tiannan Zhang, Heng Xu, Shipeng |
description | This paper presents a novel and effective design method to improve the structural dynamic performance of 3D box structures subjected to harmonic excitations by combining the stiffener layout optimization with the optimal tuning of attached tuned mass dampers (TMDs). First, the adaptive growth method which is based on the growth mechanism of natural branch systems is adopted to optimize the stiffener layout. To break through the obstacle of the adaptive growth method for dynamic response problems, the stiffeners’ material attribute penalty is introduced. Next, an integrated optimization approach is proposed to optimize the box structure and TMDs simultaneously, where the locations and dynamic parameters of TMDs are optimized in every step of stiffener layout optimization. Thus, the interaction between the box structure and TMDs is fully considered to improve the dynamic performance. Numerical examples of typical box structures are presented to validate the proposed method. The optimized stiffener layout is clear and reasonable with explicit geometric parameters, and the panel thickness has a great influence on the stiffener layout. When the stiffener layout and TMDs are optimized simultaneously, the modal strain energy of the box structure is more concentrated compared with that obtained from the non-simultaneous optimization cases. Therefore, the dynamic compliance of the target mode is significantly reduced. |
doi_str_mv | 10.1007/s00158-021-02880-9 |
format | article |
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First, the adaptive growth method which is based on the growth mechanism of natural branch systems is adopted to optimize the stiffener layout. To break through the obstacle of the adaptive growth method for dynamic response problems, the stiffeners’ material attribute penalty is introduced. Next, an integrated optimization approach is proposed to optimize the box structure and TMDs simultaneously, where the locations and dynamic parameters of TMDs are optimized in every step of stiffener layout optimization. Thus, the interaction between the box structure and TMDs is fully considered to improve the dynamic performance. Numerical examples of typical box structures are presented to validate the proposed method. The optimized stiffener layout is clear and reasonable with explicit geometric parameters, and the panel thickness has a great influence on the stiffener layout. When the stiffener layout and TMDs are optimized simultaneously, the modal strain energy of the box structure is more concentrated compared with that obtained from the non-simultaneous optimization cases. 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First, the adaptive growth method which is based on the growth mechanism of natural branch systems is adopted to optimize the stiffener layout. To break through the obstacle of the adaptive growth method for dynamic response problems, the stiffeners’ material attribute penalty is introduced. Next, an integrated optimization approach is proposed to optimize the box structure and TMDs simultaneously, where the locations and dynamic parameters of TMDs are optimized in every step of stiffener layout optimization. Thus, the interaction between the box structure and TMDs is fully considered to improve the dynamic performance. Numerical examples of typical box structures are presented to validate the proposed method. The optimized stiffener layout is clear and reasonable with explicit geometric parameters, and the panel thickness has a great influence on the stiffener layout. When the stiffener layout and TMDs are optimized simultaneously, the modal strain energy of the box structure is more concentrated compared with that obtained from the non-simultaneous optimization cases. Therefore, the dynamic compliance of the target mode is significantly reduced.</description><subject>Computational Mathematics and Numerical Analysis</subject><subject>Dynamic response</subject><subject>Engineering</subject><subject>Engineering Design</subject><subject>Excitation</subject><subject>Layouts</subject><subject>Optimization</subject><subject>Parameters</subject><subject>Research Paper</subject><subject>Stiffeners</subject><subject>Theoretical and Applied Mechanics</subject><subject>Vibration isolators</subject><issn>1615-147X</issn><issn>1615-1488</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNp9kE1LAzEQhhdRsFb_gKeA59XJZrPdHKV-QsGDCt5Cmp1tU7qbmg9s_QH-btNW9OZhPph53hl4s-ycwiUFGF15AMrrHAqaoq4hFwfZgFaU57Ss68PffvR2nJ14vwCAGkoxyL6eTReXQfVooyd2FUxnPlUwtie2JT6YtsUeHVmqjY1hO2M3ZGrXaeWiDtEhCXaGYZ6YDxPmRIWg9BwbEmKfcqe8J43qVug8iX2TsLlyne2NJrjWJux--dPsqFVLj2c_dZi93t2-jB_yydP94_h6kmtGRchRVQ2yQrSi0LyhJWNlyTgrkamm0gwqXqmaTQstpggagfGaT5sCSg6aoeBsmF3s766cfY_og1zY6Pr0UhacC8rLSkCiij2lnfXeYStXznTKbSQFufVb7v2WyW-581uKJGJ7kU9wP0P3d_of1TdpuYYi</recordid><startdate>20210801</startdate><enddate>20210801</enddate><creator>Shen, Lei</creator><creator>Ding, Xiaohong</creator><creator>Hu, Tiannan</creator><creator>Zhang, Heng</creator><creator>Xu, Shipeng</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>L6V</scope><scope>M7S</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20210801</creationdate><title>Simultaneous optimization of stiffener layout of 3D box structure together with attached tuned mass dampers under harmonic excitations</title><author>Shen, Lei ; Ding, Xiaohong ; Hu, Tiannan ; Zhang, Heng ; Xu, Shipeng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-ea6de329f92c5d1433443534e3ad6c30656a83b2c9be0ce03585bd20450c3e953</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Computational Mathematics and Numerical Analysis</topic><topic>Dynamic response</topic><topic>Engineering</topic><topic>Engineering Design</topic><topic>Excitation</topic><topic>Layouts</topic><topic>Optimization</topic><topic>Parameters</topic><topic>Research Paper</topic><topic>Stiffeners</topic><topic>Theoretical and Applied Mechanics</topic><topic>Vibration isolators</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shen, Lei</creatorcontrib><creatorcontrib>Ding, Xiaohong</creatorcontrib><creatorcontrib>Hu, Tiannan</creatorcontrib><creatorcontrib>Zhang, Heng</creatorcontrib><creatorcontrib>Xu, Shipeng</creatorcontrib><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering collection</collection><jtitle>Structural and multidisciplinary optimization</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Shen, Lei</au><au>Ding, Xiaohong</au><au>Hu, Tiannan</au><au>Zhang, Heng</au><au>Xu, Shipeng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Simultaneous optimization of stiffener layout of 3D box structure together with attached tuned mass dampers under harmonic excitations</atitle><jtitle>Structural and multidisciplinary optimization</jtitle><stitle>Struct Multidisc Optim</stitle><date>2021-08-01</date><risdate>2021</risdate><volume>64</volume><issue>2</issue><spage>721</spage><epage>737</epage><pages>721-737</pages><issn>1615-147X</issn><eissn>1615-1488</eissn><abstract>This paper presents a novel and effective design method to improve the structural dynamic performance of 3D box structures subjected to harmonic excitations by combining the stiffener layout optimization with the optimal tuning of attached tuned mass dampers (TMDs). First, the adaptive growth method which is based on the growth mechanism of natural branch systems is adopted to optimize the stiffener layout. To break through the obstacle of the adaptive growth method for dynamic response problems, the stiffeners’ material attribute penalty is introduced. Next, an integrated optimization approach is proposed to optimize the box structure and TMDs simultaneously, where the locations and dynamic parameters of TMDs are optimized in every step of stiffener layout optimization. Thus, the interaction between the box structure and TMDs is fully considered to improve the dynamic performance. Numerical examples of typical box structures are presented to validate the proposed method. The optimized stiffener layout is clear and reasonable with explicit geometric parameters, and the panel thickness has a great influence on the stiffener layout. When the stiffener layout and TMDs are optimized simultaneously, the modal strain energy of the box structure is more concentrated compared with that obtained from the non-simultaneous optimization cases. Therefore, the dynamic compliance of the target mode is significantly reduced.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s00158-021-02880-9</doi><tpages>17</tpages></addata></record> |
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subjects | Computational Mathematics and Numerical Analysis Dynamic response Engineering Engineering Design Excitation Layouts Optimization Parameters Research Paper Stiffeners Theoretical and Applied Mechanics Vibration isolators |
title | Simultaneous optimization of stiffener layout of 3D box structure together with attached tuned mass dampers under harmonic excitations |
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