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    Uplift Capacity and Impact Resistance of Roof Tiles

    Source: Practice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 003
    Author:
    Caesar Abi Shdid
    ,
    Amir Mirmiran
    ,
    Ton-Lo Wang
    ,
    Diego Jimenez
    ,
    Peng Huang
    DOI: 10.1061/(ASCE)SC.1943-5576.0000081
    Publisher: American Society of Civil Engineers
    Abstract: Roof coverings, particularly barrel tiles, have experienced significant damage over the last few years from storms, even weaker storms such as Category 1 Hurricane Wilma in 2005. Efforts have been made to ban mortar-set attachments in southern Florida in favor of adhesive sets. Moreover, some homeowners have generalized the poor performance of clay or concrete tiles in favor of one or the other. This study aims to address whether there is a significant difference in the uplift capacity and impact resistance of field and ridge tiles of clay and concrete with either mortar-set or adhesive-set attachments. The detailed experimental study revealed the strongest system to be concrete tiles with mortar, both for uplift capacity and impact resistance. Although concrete tiles bond to mortar much better than clay tiles, clay tiles adhere better to the foam adhesive. Concrete tiles were also shown to perform better than clay tiles when impacted by a traveling projectile. Test results do not support the ban on the use of mortar for hip and ridge tiles. It is suggested that any such ban on mortar should be limited to clay tiles only. The study also showed cyclic testing to more accurately represent the uplift capacity of tiles for real hurricane conditions. In contrast, the monotonic testing used by tile manufacturers across the industry was found to overestimate the uplift capacity of tiles by as much as 40%.
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      Uplift Capacity and Impact Resistance of Roof Tiles

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    contributor authorCaesar Abi Shdid
    contributor authorAmir Mirmiran
    contributor authorTon-Lo Wang
    contributor authorDiego Jimenez
    contributor authorPeng Huang
    date accessioned2017-05-08T21:58:18Z
    date available2017-05-08T21:58:18Z
    date copyrightAugust 2011
    date issued2011
    identifier other%28asce%29sc%2E1943-5576%2E0000127.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67772
    description abstractRoof coverings, particularly barrel tiles, have experienced significant damage over the last few years from storms, even weaker storms such as Category 1 Hurricane Wilma in 2005. Efforts have been made to ban mortar-set attachments in southern Florida in favor of adhesive sets. Moreover, some homeowners have generalized the poor performance of clay or concrete tiles in favor of one or the other. This study aims to address whether there is a significant difference in the uplift capacity and impact resistance of field and ridge tiles of clay and concrete with either mortar-set or adhesive-set attachments. The detailed experimental study revealed the strongest system to be concrete tiles with mortar, both for uplift capacity and impact resistance. Although concrete tiles bond to mortar much better than clay tiles, clay tiles adhere better to the foam adhesive. Concrete tiles were also shown to perform better than clay tiles when impacted by a traveling projectile. Test results do not support the ban on the use of mortar for hip and ridge tiles. It is suggested that any such ban on mortar should be limited to clay tiles only. The study also showed cyclic testing to more accurately represent the uplift capacity of tiles for real hurricane conditions. In contrast, the monotonic testing used by tile manufacturers across the industry was found to overestimate the uplift capacity of tiles by as much as 40%.
    publisherAmerican Society of Civil Engineers
    titleUplift Capacity and Impact Resistance of Roof Tiles
    typeJournal Paper
    journal volume16
    journal issue3
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000081
    treePractice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 003
    contenttypeFulltext
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