IDEAS home Printed from https://ideas.repec.org/a/epw/ejeng0/v5y2020i8id60794.html

Finite Element Analysis of Fiber Cement Corrugated Roofing Sheet under Bending

Author

Listed:
  • Vincent Chinedum Okafor

    (Department of Building Nnamdi azikiwe University awka Nigeria)

  • Peter E. Ogunoh

    (Department of Building, Nnamdi Azikiwe University Nigeria)

  • Ogochukwu C. Okechukwu

    (Department of Building, Nnamdi Azikiwe University Nigeria)

Abstract

The study presents a numerical model for evaluation of the stresses in corrugated sheets under bending. The numerical analysis was performed from a three dimensional finite element model. From the analysis, the most intense tensional stress occurs in the trough and bottom surface of the corrugated sheet. While the most intense value of compressive stress occur in the crest and top surface of the sheet. Based on the principal stress contour diagram, the researcher also observed that the maximum uniformly distributed load carrying capacity of the fiber-cement corrugated sheet under bending, considering the linear material properties is 710N.

Suggested Citation

  • Vincent Chinedum Okafor & Peter E. Ogunoh & Ogochukwu C. Okechukwu, 2020. "Finite Element Analysis of Fiber Cement Corrugated Roofing Sheet under Bending," European Journal of Engineering and Technology Research, European Open Science, vol. 5(8), pages 955-957, August.
  • Handle: RePEc:epw:ejeng0:v:5:y:2020:i:8:id:60794
    DOI: 10.24018/ejeng.2020.5.8.794
    as

    Download full text from publisher

    File URL: https://eu-opensci.org/index.php/ejeng/article/view/60794
    File Function: Abstract page
    Download Restriction: no

    File URL: https://eu-opensci.org/index.php/ejeng/article/download/60794/12477
    File Function: Full text
    Download Restriction: no

    File URL: https://libkey.io/10.24018/ejeng.2020.5.8.794?utm_source=ideas
    LibKey link: if access is restricted and if your library uses this service, LibKey will redirect you to where you can use your library subscription to access this item
    ---><---

    More about this item

    Keywords

    ;
    ;
    ;
    ;
    ;

    Statistics

    Access and download statistics

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:epw:ejeng0:v:5:y:2020:i:8:id:60794. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: Support (email available below). General contact details of provider: https://eu-opensci.org/index.php/ejeng .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.