Buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressure

The initial geometric imperfection is one of the primary factors affecting the buckling behaviors of composite cylindrical shells under hydrostatic pressure. In this study, ovality and thickness variations as two representative types of the geometric imperfections are considered. After measuring the...

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Main Authors: Zhun Li, Ke-chun Shen, Xin-hu Zhang, Guang Pan
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2022-05-01
Series:Defence Technology
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214914721001185
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author Zhun Li
Ke-chun Shen
Xin-hu Zhang
Guang Pan
author_facet Zhun Li
Ke-chun Shen
Xin-hu Zhang
Guang Pan
author_sort Zhun Li
collection DOAJ
description The initial geometric imperfection is one of the primary factors affecting the buckling behaviors of composite cylindrical shells under hydrostatic pressure. In this study, ovality and thickness variations as two representative types of the geometric imperfections are considered. After measuring the geometric imperfections, a typical carbon fiber reinforced polymers (CFRP) cylindrical shell is tested to obtain the buckling pressure. The buckling behaviors of the shell sample are analyzed in combination with the strain responses. By using the nonlinear numerical analysis, the buckling shapes of the CFRP cylinder shells with different combinations of ovality and thickness variation are firstly discussed. The rules of influence of such imperfections on the buckling pressure are then obtained by nonlinear regression method. Finally, an empirical formula is proposed to predict the buckling pressure of the composite cylinder shells, and the calculated results from the formula are in good agreement with the numerical results.
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spelling doaj.art-45cd35d21f3e475c81f431b98a17fb1d2022-12-22T00:26:32ZengKeAi Communications Co., Ltd.Defence Technology2214-91472022-05-01185862875Buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressureZhun Li0Ke-chun Shen1Xin-hu Zhang2Guang Pan3School of Marine Science and Technology, Northwestern Polytechnical University, Xi'an, 710072, China; Key Laboratory for Unmanned Underwater Vehicle, Northwestern Polytechnical University, Xi'an, 710072, ChinaSchool of Marine Science and Technology, Northwestern Polytechnical University, Xi'an, 710072, China; Key Laboratory for Unmanned Underwater Vehicle, Northwestern Polytechnical University, Xi'an, 710072, China; Structural Ceramics and Composites Engineering Research Center, Shanghai Institute of Ceramics, Chinese Academy of Sciences, Shanghai, 200050, China; Corresponding author.School of Marine Science and Technology, Northwestern Polytechnical University, Xi'an, 710072, China; Key Laboratory for Unmanned Underwater Vehicle, Northwestern Polytechnical University, Xi'an, 710072, ChinaSchool of Marine Science and Technology, Northwestern Polytechnical University, Xi'an, 710072, China; Key Laboratory for Unmanned Underwater Vehicle, Northwestern Polytechnical University, Xi'an, 710072, ChinaThe initial geometric imperfection is one of the primary factors affecting the buckling behaviors of composite cylindrical shells under hydrostatic pressure. In this study, ovality and thickness variations as two representative types of the geometric imperfections are considered. After measuring the geometric imperfections, a typical carbon fiber reinforced polymers (CFRP) cylindrical shell is tested to obtain the buckling pressure. The buckling behaviors of the shell sample are analyzed in combination with the strain responses. By using the nonlinear numerical analysis, the buckling shapes of the CFRP cylinder shells with different combinations of ovality and thickness variation are firstly discussed. The rules of influence of such imperfections on the buckling pressure are then obtained by nonlinear regression method. Finally, an empirical formula is proposed to predict the buckling pressure of the composite cylinder shells, and the calculated results from the formula are in good agreement with the numerical results.http://www.sciencedirect.com/science/article/pii/S2214914721001185CompositeCylindrical shellBucklingHydrostatic pressureImperfections
spellingShingle Zhun Li
Ke-chun Shen
Xin-hu Zhang
Guang Pan
Buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressure
Defence Technology
Composite
Cylindrical shell
Buckling
Hydrostatic pressure
Imperfections
title Buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressure
title_full Buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressure
title_fullStr Buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressure
title_full_unstemmed Buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressure
title_short Buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressure
title_sort buckling of composite cylindrical shells with ovality and thickness variation subjected to hydrostatic pressure
topic Composite
Cylindrical shell
Buckling
Hydrostatic pressure
Imperfections
url http://www.sciencedirect.com/science/article/pii/S2214914721001185
work_keys_str_mv AT zhunli bucklingofcompositecylindricalshellswithovalityandthicknessvariationsubjectedtohydrostaticpressure
AT kechunshen bucklingofcompositecylindricalshellswithovalityandthicknessvariationsubjectedtohydrostaticpressure
AT xinhuzhang bucklingofcompositecylindricalshellswithovalityandthicknessvariationsubjectedtohydrostaticpressure
AT guangpan bucklingofcompositecylindricalshellswithovalityandthicknessvariationsubjectedtohydrostaticpressure