Design of a New N-Shape Composite Ultra-Thin Deployable Boom in the Post-Buckling Range Using Response Surface Method and Optimization

Composite ultra-thin boom can be folded elastically. Moreover, such booms are able to self-deploy by releasing stored strain energy, which can be applied in deployable antenna, solar sail, and optical telescopes. Surrogate models for imperfection-sensitive quantities of interest and multi-objective...

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Main Authors: Hui Yang, Fengshuai Lu, Hongwei Guo, Rongqiang Liu
Format: Article
Language:English
Published: IEEE 2019-01-01
Series:IEEE Access
Subjects:
Online Access:https://ieeexplore.ieee.org/document/8794787/
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author Hui Yang
Fengshuai Lu
Hongwei Guo
Rongqiang Liu
author_facet Hui Yang
Fengshuai Lu
Hongwei Guo
Rongqiang Liu
author_sort Hui Yang
collection DOAJ
description Composite ultra-thin boom can be folded elastically. Moreover, such booms are able to self-deploy by releasing stored strain energy, which can be applied in deployable antenna, solar sail, and optical telescopes. Surrogate models for imperfection-sensitive quantities of interest and multi-objective optimization are developed for the design of a new N-shape cross-section composite ultra-thin deployable boom. The proposed optimal design method integrates four general steps: (1) design of experiments, wherein the sampling designs of the N boom are created on the basis of the two-factor five-level full factorial design of experiments method; (2) efficient computational analyses of each design sample, wherein the post-buckling behavior of the N boom are analyzed under three different axial directions using nonlinear finite element ABAQUS/Explicit solver; (3) establishing the surrogate models of bending stiffness around the <inline-formula> <tex-math notation="LaTeX">$x$ </tex-math></inline-formula>-and <inline-formula> <tex-math notation="LaTeX">$y$ </tex-math></inline-formula>- axes and torsional stiffness around the <inline-formula> <tex-math notation="LaTeX">$z$ </tex-math></inline-formula>-axis by response surface method (RSM); (4) performing the multi-objective optimization design using modified non-dominated sorting genetic algorithm to realize the optimal design. The bending stiffness around the <inline-formula> <tex-math notation="LaTeX">$x$ </tex-math></inline-formula>-and <inline-formula> <tex-math notation="LaTeX">$y$ </tex-math></inline-formula>- axes and the torsional stiffness around the <inline-formula> <tex-math notation="LaTeX">$z$ </tex-math></inline-formula>-axis are set as the objectives, mass is set as the constraint, and the bonded web height and the central angle of the middle tape spring of the N boom are set as the variables. The typical surrogate modeling method can be applied to different problems in structural and material design.
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spelling doaj.art-3e717211f6c548a8bbbd394cdfc569332022-12-22T04:25:35ZengIEEEIEEE Access2169-35362019-01-01712965912966510.1109/ACCESS.2019.29347448794787Design of a New N-Shape Composite Ultra-Thin Deployable Boom in the Post-Buckling Range Using Response Surface Method and OptimizationHui Yang0Fengshuai Lu1Hongwei Guo2https://orcid.org/0000-0001-7498-6755Rongqiang Liu3College of Electrical Engineering and Automation, Anhui University, Hefei, ChinaCollege of Electrical Engineering and Automation, Anhui University, Hefei, ChinaChina State Key Laboratory of Robotics and System, Harbin Institute of Technology, Harbin, ChinaChina State Key Laboratory of Robotics and System, Harbin Institute of Technology, Harbin, ChinaComposite ultra-thin boom can be folded elastically. Moreover, such booms are able to self-deploy by releasing stored strain energy, which can be applied in deployable antenna, solar sail, and optical telescopes. Surrogate models for imperfection-sensitive quantities of interest and multi-objective optimization are developed for the design of a new N-shape cross-section composite ultra-thin deployable boom. The proposed optimal design method integrates four general steps: (1) design of experiments, wherein the sampling designs of the N boom are created on the basis of the two-factor five-level full factorial design of experiments method; (2) efficient computational analyses of each design sample, wherein the post-buckling behavior of the N boom are analyzed under three different axial directions using nonlinear finite element ABAQUS/Explicit solver; (3) establishing the surrogate models of bending stiffness around the <inline-formula> <tex-math notation="LaTeX">$x$ </tex-math></inline-formula>-and <inline-formula> <tex-math notation="LaTeX">$y$ </tex-math></inline-formula>- axes and torsional stiffness around the <inline-formula> <tex-math notation="LaTeX">$z$ </tex-math></inline-formula>-axis by response surface method (RSM); (4) performing the multi-objective optimization design using modified non-dominated sorting genetic algorithm to realize the optimal design. The bending stiffness around the <inline-formula> <tex-math notation="LaTeX">$x$ </tex-math></inline-formula>-and <inline-formula> <tex-math notation="LaTeX">$y$ </tex-math></inline-formula>- axes and the torsional stiffness around the <inline-formula> <tex-math notation="LaTeX">$z$ </tex-math></inline-formula>-axis are set as the objectives, mass is set as the constraint, and the bonded web height and the central angle of the middle tape spring of the N boom are set as the variables. The typical surrogate modeling method can be applied to different problems in structural and material design.https://ieeexplore.ieee.org/document/8794787/Deployable structuresN boombucklingresponse surface methodoptimization
spellingShingle Hui Yang
Fengshuai Lu
Hongwei Guo
Rongqiang Liu
Design of a New N-Shape Composite Ultra-Thin Deployable Boom in the Post-Buckling Range Using Response Surface Method and Optimization
IEEE Access
Deployable structures
N boom
buckling
response surface method
optimization
title Design of a New N-Shape Composite Ultra-Thin Deployable Boom in the Post-Buckling Range Using Response Surface Method and Optimization
title_full Design of a New N-Shape Composite Ultra-Thin Deployable Boom in the Post-Buckling Range Using Response Surface Method and Optimization
title_fullStr Design of a New N-Shape Composite Ultra-Thin Deployable Boom in the Post-Buckling Range Using Response Surface Method and Optimization
title_full_unstemmed Design of a New N-Shape Composite Ultra-Thin Deployable Boom in the Post-Buckling Range Using Response Surface Method and Optimization
title_short Design of a New N-Shape Composite Ultra-Thin Deployable Boom in the Post-Buckling Range Using Response Surface Method and Optimization
title_sort design of a new n shape composite ultra thin deployable boom in the post buckling range using response surface method and optimization
topic Deployable structures
N boom
buckling
response surface method
optimization
url https://ieeexplore.ieee.org/document/8794787/
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AT hongweiguo designofanewnshapecompositeultrathindeployableboominthepostbucklingrangeusingresponsesurfacemethodandoptimization
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