Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure

This work aims to analyse the influence of imperfections of stiffened cylindrical shells subjected to axial compression and external pressure using finite element (FE) analysis. Several case studies were conducted with five (5) available experimental data using the single perturbation load approach...

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Published in:INTELLIGENT MANUFACTURING AND MECHATRONICS, SIMM 2023
Main Authors: Ismail, Mohd Shahrom; Mahmud, Jamaluddin
Format: Proceedings Paper
Language:English
Published: SPRINGER-VERLAG SINGAPORE PTE LTD 2024
Subjects:
Online Access:https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001313737300042
author Ismail
Mohd Shahrom; Mahmud
Jamaluddin
spellingShingle Ismail
Mohd Shahrom; Mahmud
Jamaluddin
Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure
Engineering
author_facet Ismail
Mohd Shahrom; Mahmud
Jamaluddin
author_sort Ismail
spelling Ismail, Mohd Shahrom; Mahmud, Jamaluddin
Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure
INTELLIGENT MANUFACTURING AND MECHATRONICS, SIMM 2023
English
Proceedings Paper
This work aims to analyse the influence of imperfections of stiffened cylindrical shells subjected to axial compression and external pressure using finite element (FE) analysis. Several case studies were conducted with five (5) available experimental data using the single perturbation load approach (SPLA) and codified formulation. Further comparison of the local dent produced by the SPLA is made with given experimental data and estimated codified guideline. Overall, the SPLA demonstrates an attractive ability for preliminary design of imperfection in axially compressed and externally pressured stiffened cylindrical shells together with its estimated local dent. The difference between the FE model and the experimental results was in the range of 10-14% for the case of axial compression and 5-13.6% for the case of external pressure. Eventually, the SPLA appeared not to be the worst structural imperfection in some cases. This is pointed out by the overestimation of collapse loads established by some models, namely AR-1a, Y1A and R2 in comparison with experimental results. The findings also highlight a small limitation in calculating the local dent through codified formulation. Nonetheless, the stiffened cylinder evolution in buckling failure is also discussed thoroughly.
SPRINGER-VERLAG SINGAPORE PTE LTD
2195-4356
2195-4364
2024


10.1007/978-981-97-0169-8_42
Engineering

WOS:001313737300042
https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001313737300042
title Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure
title_short Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure
title_full Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure
title_fullStr Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure
title_full_unstemmed Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure
title_sort Buckling and Postbuckling Analysis of Stiffened Cylindrical Shells Subjected to Axial Compression and External Pressure
container_title INTELLIGENT MANUFACTURING AND MECHATRONICS, SIMM 2023
language English
format Proceedings Paper
description This work aims to analyse the influence of imperfections of stiffened cylindrical shells subjected to axial compression and external pressure using finite element (FE) analysis. Several case studies were conducted with five (5) available experimental data using the single perturbation load approach (SPLA) and codified formulation. Further comparison of the local dent produced by the SPLA is made with given experimental data and estimated codified guideline. Overall, the SPLA demonstrates an attractive ability for preliminary design of imperfection in axially compressed and externally pressured stiffened cylindrical shells together with its estimated local dent. The difference between the FE model and the experimental results was in the range of 10-14% for the case of axial compression and 5-13.6% for the case of external pressure. Eventually, the SPLA appeared not to be the worst structural imperfection in some cases. This is pointed out by the overestimation of collapse loads established by some models, namely AR-1a, Y1A and R2 in comparison with experimental results. The findings also highlight a small limitation in calculating the local dent through codified formulation. Nonetheless, the stiffened cylinder evolution in buckling failure is also discussed thoroughly.
publisher SPRINGER-VERLAG SINGAPORE PTE LTD
issn 2195-4356
2195-4364
publishDate 2024
container_volume
container_issue
doi_str_mv 10.1007/978-981-97-0169-8_42
topic Engineering
topic_facet Engineering
accesstype
id WOS:001313737300042
url https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001313737300042
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