YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • 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

    Bending of Sector Plates on Elastic Foundations by Bessel Functions

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 006
    Author:
    You-He Zhou
    ,
    Jianping Zhang
    ,
    Xiao Jing Zheng
    DOI: 10.1061/(ASCE)0733-9399(2000)126:6(653)
    Publisher: American Society of Civil Engineers
    Abstract: A series solution approach based on the complex Bessel functions is presented in this paper for the analysis of bending of annual sector plates that are simply supported along their straight (or radial) edges, resting on Winkler-type elastic foundations. After a real general solution to a homogeneous differential equation of the bending plates is derived from the complex Bessel functions, the solution to the nonhomogeneous differential equation may be formulated by the general solution. Finally, some numerical examples are given to show the feasibility of this approach.
    • Download: (70.87Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Bending of Sector Plates on Elastic Foundations by Bessel Functions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/85216
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorYou-He Zhou
    contributor authorJianping Zhang
    contributor authorXiao Jing Zheng
    date accessioned2017-05-08T22:39:17Z
    date available2017-05-08T22:39:17Z
    date copyrightJune 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A6%28653%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85216
    description abstractA series solution approach based on the complex Bessel functions is presented in this paper for the analysis of bending of annual sector plates that are simply supported along their straight (or radial) edges, resting on Winkler-type elastic foundations. After a real general solution to a homogeneous differential equation of the bending plates is derived from the complex Bessel functions, the solution to the nonhomogeneous differential equation may be formulated by the general solution. Finally, some numerical examples are given to show the feasibility of this approach.
    publisherAmerican Society of Civil Engineers
    titleBending of Sector Plates on Elastic Foundations by Bessel Functions
    typeJournal Paper
    journal volume126
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:6(653)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 006
    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