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    Experimental Study of High-Strength Concrete Columns Confined with Different Types of Mesh under Eccentric and Concentric Loads

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 006
    Author:
    Muhammad N. S. Hadi
    ,
    Hua Zhao
    DOI: 10.1061/(ASCE)MT.1943-5533.0000234
    Publisher: American Society of Civil Engineers
    Abstract: A new idea is investigated in this study to reduce the cover spalling of high-strength concrete columns: installing relatively cheap materials such as household fly screen and wire mesh in the formwork of RC columns. Three materials were chosen in this study: fiberglass fly mesh (FGFM), standard aluminum fly mesh (SAFM), and
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      Experimental Study of High-Strength Concrete Columns Confined with Different Types of Mesh under Eccentric and Concentric Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66587
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    contributor authorMuhammad N. S. Hadi
    contributor authorHua Zhao
    date accessioned2017-05-08T21:55:25Z
    date available2017-05-08T21:55:25Z
    date copyrightJune 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000266.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66587
    description abstractA new idea is investigated in this study to reduce the cover spalling of high-strength concrete columns: installing relatively cheap materials such as household fly screen and wire mesh in the formwork of RC columns. Three materials were chosen in this study: fiberglass fly mesh (FGFM), standard aluminum fly mesh (SAFM), and
    publisherAmerican Society of Civil Engineers
    titleExperimental Study of High-Strength Concrete Columns Confined with Different Types of Mesh under Eccentric and Concentric Loads
    typeJournal Paper
    journal volume23
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000234
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 006
    contenttypeFulltext
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