YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • 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

    Cracking in Exterior Insulation and Finish Systems

    Source: Journal of Performance of Constructed Facilities:;1993:;Volume ( 007 ):;issue: 001
    Author:
    Edward G. Kub, II
    ,
    Lawrence G. Cartwright
    ,
    Irving J. Oppenheim
    DOI: 10.1061/(ASCE)0887-3828(1993)7:1(60)
    Publisher: American Society of Civil Engineers
    Abstract: The outside lamina of an exterior insulation and finish system is typically applied as a plaster using a polymer and portland cement mix, reinforced by a mesh that is usually a glass fiber product. Observations of leakage and cracking are discussed. Engineers sometimes find a particularly severe cracking failure in which the crack splits the system, including the mesh, fully through its thickness, suggesting that in such cases the mesh is of insufficient strength to distribute tensile strains and control cracking. Elementary stress analysis establishes the conditions under which such full splitting will occur. Pilot tests were performed to measure elastic modulus, rupture stress, shrinkage strain, and mesh strength. For the sample system studied, the measured properties confirm the mesh strength to be inadequate for control of cracking, and predict system performance failure by full splitting. Further analysis demonstrates that the tensile strain field producing such failure can be produced solely by shrinkage of the material.
    • Download: (489.6Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Cracking in Exterior Insulation and Finish Systems

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/43999
    Collections
    • Journal of Performance of Constructed Facilities

    Show full item record

    contributor authorEdward G. Kub, II
    contributor authorLawrence G. Cartwright
    contributor authorIrving J. Oppenheim
    date accessioned2017-05-08T21:14:31Z
    date available2017-05-08T21:14:31Z
    date copyrightFebruary 1993
    date issued1993
    identifier other%28asce%290887-3828%281993%297%3A1%2860%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43999
    description abstractThe outside lamina of an exterior insulation and finish system is typically applied as a plaster using a polymer and portland cement mix, reinforced by a mesh that is usually a glass fiber product. Observations of leakage and cracking are discussed. Engineers sometimes find a particularly severe cracking failure in which the crack splits the system, including the mesh, fully through its thickness, suggesting that in such cases the mesh is of insufficient strength to distribute tensile strains and control cracking. Elementary stress analysis establishes the conditions under which such full splitting will occur. Pilot tests were performed to measure elastic modulus, rupture stress, shrinkage strain, and mesh strength. For the sample system studied, the measured properties confirm the mesh strength to be inadequate for control of cracking, and predict system performance failure by full splitting. Further analysis demonstrates that the tensile strain field producing such failure can be produced solely by shrinkage of the material.
    publisherAmerican Society of Civil Engineers
    titleCracking in Exterior Insulation and Finish Systems
    typeJournal Paper
    journal volume7
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1993)7:1(60)
    treeJournal of Performance of Constructed Facilities:;1993:;Volume ( 007 ):;issue: 001
    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