Design Method Using Response Surface Model for CFRP Corrugated Structure under Quasistatic Crushing
The development of a carbon-fiber-reinforced plastic (CFRP) part is carried out by utilizing many experimental results in deciding the design. For this reason, the development period of a CFRP structure is long and an obstacle for commercialization. In this paper, multiple regression analysis is use...
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MDPI AG
2021
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oai:doaj.org-article:c2a25386df9b44eaa3b6b2a704a6c1ef2021-11-11T15:14:09ZDesign Method Using Response Surface Model for CFRP Corrugated Structure under Quasistatic Crushing10.3390/app1121101782076-3417https://doaj.org/article/c2a25386df9b44eaa3b6b2a704a6c1ef2021-10-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/21/10178https://doaj.org/toc/2076-3417The development of a carbon-fiber-reinforced plastic (CFRP) part is carried out by utilizing many experimental results in deciding the design. For this reason, the development period of a CFRP structure is long and an obstacle for commercialization. In this paper, multiple regression analysis is used to derive a response surface that estimates the generated load using the shape parameters of a corrugated collision energy absorbing structure to shorten the development period. To obtain the response surface, we conducted a quasistatic crushing experiment by using the length of linear portions (pitch) and the number of stacks (thickness) of a corrugated shape as parameters. When progressive crushing mode is observed, energy absorption efficiency decreases with the increase in pitch, and increases with the increase in the number of stacks. To discuss how energy absorption efficiency changes, a comparison examination is conducted using the derived response surfaces. Results indicate that specifications with high energy absorption efficiency can be accurately selected using the response surface of primary expression. In addition, differences in deformation mode were due to the influence of the stress at the corner portion of a part.Tetsuya GomiShotaro AyuzawaYuta UrushiyamaKazuhito MisajiSusumu TakahashiKeiichi MotoyamaKosuke SuzukiMDPI AGarticleCFRPenergy absorptionprogressive crushingcompressioncorrugate structureresponse surfaceTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10178, p 10178 (2021) |
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CFRP energy absorption progressive crushing compression corrugate structure response surface Technology T Engineering (General). Civil engineering (General) TA1-2040 Biology (General) QH301-705.5 Physics QC1-999 Chemistry QD1-999 |
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CFRP energy absorption progressive crushing compression corrugate structure response surface Technology T Engineering (General). Civil engineering (General) TA1-2040 Biology (General) QH301-705.5 Physics QC1-999 Chemistry QD1-999 Tetsuya Gomi Shotaro Ayuzawa Yuta Urushiyama Kazuhito Misaji Susumu Takahashi Keiichi Motoyama Kosuke Suzuki Design Method Using Response Surface Model for CFRP Corrugated Structure under Quasistatic Crushing |
description |
The development of a carbon-fiber-reinforced plastic (CFRP) part is carried out by utilizing many experimental results in deciding the design. For this reason, the development period of a CFRP structure is long and an obstacle for commercialization. In this paper, multiple regression analysis is used to derive a response surface that estimates the generated load using the shape parameters of a corrugated collision energy absorbing structure to shorten the development period. To obtain the response surface, we conducted a quasistatic crushing experiment by using the length of linear portions (pitch) and the number of stacks (thickness) of a corrugated shape as parameters. When progressive crushing mode is observed, energy absorption efficiency decreases with the increase in pitch, and increases with the increase in the number of stacks. To discuss how energy absorption efficiency changes, a comparison examination is conducted using the derived response surfaces. Results indicate that specifications with high energy absorption efficiency can be accurately selected using the response surface of primary expression. In addition, differences in deformation mode were due to the influence of the stress at the corner portion of a part. |
format |
article |
author |
Tetsuya Gomi Shotaro Ayuzawa Yuta Urushiyama Kazuhito Misaji Susumu Takahashi Keiichi Motoyama Kosuke Suzuki |
author_facet |
Tetsuya Gomi Shotaro Ayuzawa Yuta Urushiyama Kazuhito Misaji Susumu Takahashi Keiichi Motoyama Kosuke Suzuki |
author_sort |
Tetsuya Gomi |
title |
Design Method Using Response Surface Model for CFRP Corrugated Structure under Quasistatic Crushing |
title_short |
Design Method Using Response Surface Model for CFRP Corrugated Structure under Quasistatic Crushing |
title_full |
Design Method Using Response Surface Model for CFRP Corrugated Structure under Quasistatic Crushing |
title_fullStr |
Design Method Using Response Surface Model for CFRP Corrugated Structure under Quasistatic Crushing |
title_full_unstemmed |
Design Method Using Response Surface Model for CFRP Corrugated Structure under Quasistatic Crushing |
title_sort |
design method using response surface model for cfrp corrugated structure under quasistatic crushing |
publisher |
MDPI AG |
publishDate |
2021 |
url |
https://doaj.org/article/c2a25386df9b44eaa3b6b2a704a6c1ef |
work_keys_str_mv |
AT tetsuyagomi designmethodusingresponsesurfacemodelforcfrpcorrugatedstructureunderquasistaticcrushing AT shotaroayuzawa designmethodusingresponsesurfacemodelforcfrpcorrugatedstructureunderquasistaticcrushing AT yutaurushiyama designmethodusingresponsesurfacemodelforcfrpcorrugatedstructureunderquasistaticcrushing AT kazuhitomisaji designmethodusingresponsesurfacemodelforcfrpcorrugatedstructureunderquasistaticcrushing AT susumutakahashi designmethodusingresponsesurfacemodelforcfrpcorrugatedstructureunderquasistaticcrushing AT keiichimotoyama designmethodusingresponsesurfacemodelforcfrpcorrugatedstructureunderquasistaticcrushing AT kosukesuzuki designmethodusingresponsesurfacemodelforcfrpcorrugatedstructureunderquasistaticcrushing |
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