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    Strengthening of In-Plane and Out-of-Plane Capacity of Thin Clay Masonry Infills Using Textile- and Fiber-Reinforced Mortar

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 006
    Author:
    Massimiliano Minotto
    ,
    Nicolò Verlato
    ,
    Marco Donà
    ,
    Francesca da Porto
    DOI: 10.1061/(ASCE)CC.1943-5614.0001067
    Publisher: ASCE
    Abstract: This paper presents an overview of the experimental results obtained by combined in-plane/out-of-plane (IP/OOP) tests carried out on reinforced concrete (RC) frames infilled with thin clay masonry walls. After preliminary characterization tests on building materials, combined IP/OOP tests on eight full-scale, one-bay, one-story infilled RC frames were carried out. Three external strengthening solutions were investigated considering three types of lime-based plasters, reinforced by means of dispersed fibers and/or bidirectional basalt meshes, applied on both sides of each wall. The experimental results of the tested frames are presented, discussed, and compared to evaluate the performance and the effectiveness of each strengthening solution.
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      Strengthening of In-Plane and Out-of-Plane Capacity of Thin Clay Masonry Infills Using Textile- and Fiber-Reinforced Mortar

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267918
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    contributor authorMassimiliano Minotto
    contributor authorNicolò Verlato
    contributor authorMarco Donà
    contributor authorFrancesca da Porto
    date accessioned2022-01-30T21:16:35Z
    date available2022-01-30T21:16:35Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29CC.1943-5614.0001067.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267918
    description abstractThis paper presents an overview of the experimental results obtained by combined in-plane/out-of-plane (IP/OOP) tests carried out on reinforced concrete (RC) frames infilled with thin clay masonry walls. After preliminary characterization tests on building materials, combined IP/OOP tests on eight full-scale, one-bay, one-story infilled RC frames were carried out. Three external strengthening solutions were investigated considering three types of lime-based plasters, reinforced by means of dispersed fibers and/or bidirectional basalt meshes, applied on both sides of each wall. The experimental results of the tested frames are presented, discussed, and compared to evaluate the performance and the effectiveness of each strengthening solution.
    publisherASCE
    titleStrengthening of In-Plane and Out-of-Plane Capacity of Thin Clay Masonry Infills Using Textile- and Fiber-Reinforced Mortar
    typeJournal Paper
    journal volume24
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0001067
    page22
    treeJournal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 006
    contenttypeFulltext
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