YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Buckling Behavior and Design Optimization of Stiffened-Aluminum Cylindrical Shells under External Pressure

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002::page 04025006-1
    Author:
    F. N. U. Tabish
    ,
    Iraj H. P. Mamaghani
    DOI: 10.1061/JSDCCC.SCENG-1555
    Publisher: American Society of Civil Engineers
    Abstract: Ring stiffeners are preferably used to enhance thin-walled cylindrical shell buckling resistance while subjected to external lateral pressure. A comprehensive finite element (FE) numerical study investigated the influence of geometric and stiffener properties on the critical buckling pressure for aluminum-made ring-stiffened cylindrical shells under uniform external pressure. For validation purposes, 10 ring-stiffened cylindrical specimens were modeled using an ANSYS workbench 2022 whose stiffener dimensions varied so that all specimens’ overall weight remained constant. FE linear buckling results were substantiated by the experimental work and the theoretical formulas in the literature. Imperfection sensitivity analysis proves that the stiffened cylindrical specimens under external pressure are less sensitive to imperfection. An optimization study was conducted to achieve the optimal stiffener dimensions by considering 182 specimens such that the overall cylindrical weight remained the same for all specimens. It reveals that linear buckling pressure improves by considering optimum stiffener dimensions. A further parametric study was conducted by considering 350 sample specimens with different radius-to-thickness (R/t) ratios, stiffener’s area/tank radius, l/R, and shell thicknesses. A parametric study reveals that the stiffened cylindrical shells with a lower R/t ratio give higher buckling strength; however, linear buckling strength significantly decreases as the R/t ratio increases. Moreover, the linear buckling strength can be gained by increasing the stiffener area and by increasing the shell thickness, with a more pronounced effect observed in tubular specimens. The shell thickness, R/t ratio, and relative stiffener area are the most critical parameters affecting the buckling strength. The specimens with middle-range stiffeners give higher buckling strength, indicating that the optimum choice of ring stiffeners should be considered in the stiffened cylindrical shell structures to obtain higher buckling strength.
    • Download: (6.258Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Buckling Behavior and Design Optimization of Stiffened-Aluminum Cylindrical Shells under External Pressure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4304184
    Collections
    • Journal of Structural Design and Construction Practice

    Show full item record

    contributor authorF. N. U. Tabish
    contributor authorIraj H. P. Mamaghani
    date accessioned2025-04-20T10:11:41Z
    date available2025-04-20T10:11:41Z
    date copyright1/17/2025 12:00:00 AM
    date issued2025
    identifier otherJSDCCC.SCENG-1555.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304184
    description abstractRing stiffeners are preferably used to enhance thin-walled cylindrical shell buckling resistance while subjected to external lateral pressure. A comprehensive finite element (FE) numerical study investigated the influence of geometric and stiffener properties on the critical buckling pressure for aluminum-made ring-stiffened cylindrical shells under uniform external pressure. For validation purposes, 10 ring-stiffened cylindrical specimens were modeled using an ANSYS workbench 2022 whose stiffener dimensions varied so that all specimens’ overall weight remained constant. FE linear buckling results were substantiated by the experimental work and the theoretical formulas in the literature. Imperfection sensitivity analysis proves that the stiffened cylindrical specimens under external pressure are less sensitive to imperfection. An optimization study was conducted to achieve the optimal stiffener dimensions by considering 182 specimens such that the overall cylindrical weight remained the same for all specimens. It reveals that linear buckling pressure improves by considering optimum stiffener dimensions. A further parametric study was conducted by considering 350 sample specimens with different radius-to-thickness (R/t) ratios, stiffener’s area/tank radius, l/R, and shell thicknesses. A parametric study reveals that the stiffened cylindrical shells with a lower R/t ratio give higher buckling strength; however, linear buckling strength significantly decreases as the R/t ratio increases. Moreover, the linear buckling strength can be gained by increasing the stiffener area and by increasing the shell thickness, with a more pronounced effect observed in tubular specimens. The shell thickness, R/t ratio, and relative stiffener area are the most critical parameters affecting the buckling strength. The specimens with middle-range stiffeners give higher buckling strength, indicating that the optimum choice of ring stiffeners should be considered in the stiffened cylindrical shell structures to obtain higher buckling strength.
    publisherAmerican Society of Civil Engineers
    titleBuckling Behavior and Design Optimization of Stiffened-Aluminum Cylindrical Shells under External Pressure
    typeJournal Article
    journal volume30
    journal issue2
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1555
    journal fristpage04025006-1
    journal lastpage04025006-20
    page20
    treeJournal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian