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    Fire Resistance of Cross-Laminated Timber Panels Loaded Out of Plane

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author:
    Massimo Fragiacomo
    ,
    Agnese Menis
    ,
    Isaia Clemente
    ,
    Giovanna Bochicchio
    ,
    Ario Ceccotti
    DOI: 10.1061/(ASCE)ST.1943-541X.0000787
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes bending tests at ambient temperature and large-scale fire tests of cross-laminated timber (Xlam) floor panels. Three specimens exposed to standard fire curve were loaded out-of-plane with different levels of uniformly distributed load, and in two cases collapse was reached. Other unloaded panels were protected using different cladding systems with the aim to investigate their thermal behavior. Experimental data obtained from the tests and discussed within the paper includes modulus of elasticity and bending strength at ambient temperature, temperature distribution, charring depth, charring rate, residual cross section, midspan deflection, and time to failure in fire conditions. This data was compared with numerical results obtained by implementing a finite-element model in
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      Fire Resistance of Cross-Laminated Timber Panels Loaded Out of Plane

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/68720
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    contributor authorMassimo Fragiacomo
    contributor authorAgnese Menis
    contributor authorIsaia Clemente
    contributor authorGiovanna Bochicchio
    contributor authorArio Ceccotti
    date accessioned2017-05-08T22:00:35Z
    date available2017-05-08T22:00:35Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29st%2E1943-541x%2E0000829.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68720
    description abstractThis paper describes bending tests at ambient temperature and large-scale fire tests of cross-laminated timber (Xlam) floor panels. Three specimens exposed to standard fire curve were loaded out-of-plane with different levels of uniformly distributed load, and in two cases collapse was reached. Other unloaded panels were protected using different cladding systems with the aim to investigate their thermal behavior. Experimental data obtained from the tests and discussed within the paper includes modulus of elasticity and bending strength at ambient temperature, temperature distribution, charring depth, charring rate, residual cross section, midspan deflection, and time to failure in fire conditions. This data was compared with numerical results obtained by implementing a finite-element model in
    publisherAmerican Society of Civil Engineers
    titleFire Resistance of Cross-Laminated Timber Panels Loaded Out of Plane
    typeJournal Paper
    journal volume139
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000787
    treeJournal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    contenttypeFulltext
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