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    FRCM Reinforcement Systems in Historical Masonries of Savuto Castle, Italy

    Source: Journal of Architectural Engineering:;2019:;Volume ( 025 ):;issue: 002
    Author:
    Alessandro Tedesco; Giulia Forestieri
    DOI: 10.1061/(ASCE)AE.1943-5568.0000347
    Publisher: American Society of Civil Engineers
    Abstract: The analysis to consolidate the historical masonry through reinforcement systems is presented. Savuto Castle, located in Cleto (in the south of Italy), of the thirteenth century, was chosen as a case study due to its architectural and historical value. Structural interventions carried out through this study consisted of applying reinforcement systems on the extrados of two historical barrel vaults in order to contrast tensile stresses on the two wall structures. Applied reinforcing materials were chosen in agreement with the building materials of the masonry support thanks to a petrographic, chemical, mineralogical, and mechanical characterization performed on the historical mortar and building elements. In particular, petrographic analysis, mercury intrusion porosimetry (MIP), X-ray diffraction (XRD), X-ray fluorescence (XRF), scanning electron microscopy with energy dispersive spectroscopy (SEM-EDS) microanalysis, and double flat-jack tests were carried out. Thanks to the obtained results, a fabric-reinforced cementitious matrix (FRCM) system composed by ultrahigh tensile strength steel (UHTSS) fabrics and a reinforcing mortar reproducing the characteristics of the historical binder were chosen, guaranteeing the optimal interaction with the support as well as a high mechanical resistance. Through a nonlinear analysis performed on the finite-element method (FEM) model of the reinforced wall system, the structural effectiveness of the adopted reinforcement system was also checked.
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      FRCM Reinforcement Systems in Historical Masonries of Savuto Castle, Italy

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4254368
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    contributor authorAlessandro Tedesco; Giulia Forestieri
    date accessioned2019-03-10T11:50:43Z
    date available2019-03-10T11:50:43Z
    date issued2019
    identifier other%28ASCE%29AE.1943-5568.0000347.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254368
    description abstractThe analysis to consolidate the historical masonry through reinforcement systems is presented. Savuto Castle, located in Cleto (in the south of Italy), of the thirteenth century, was chosen as a case study due to its architectural and historical value. Structural interventions carried out through this study consisted of applying reinforcement systems on the extrados of two historical barrel vaults in order to contrast tensile stresses on the two wall structures. Applied reinforcing materials were chosen in agreement with the building materials of the masonry support thanks to a petrographic, chemical, mineralogical, and mechanical characterization performed on the historical mortar and building elements. In particular, petrographic analysis, mercury intrusion porosimetry (MIP), X-ray diffraction (XRD), X-ray fluorescence (XRF), scanning electron microscopy with energy dispersive spectroscopy (SEM-EDS) microanalysis, and double flat-jack tests were carried out. Thanks to the obtained results, a fabric-reinforced cementitious matrix (FRCM) system composed by ultrahigh tensile strength steel (UHTSS) fabrics and a reinforcing mortar reproducing the characteristics of the historical binder were chosen, guaranteeing the optimal interaction with the support as well as a high mechanical resistance. Through a nonlinear analysis performed on the finite-element method (FEM) model of the reinforced wall system, the structural effectiveness of the adopted reinforcement system was also checked.
    publisherAmerican Society of Civil Engineers
    titleFRCM Reinforcement Systems in Historical Masonries of Savuto Castle, Italy
    typeJournal Paper
    journal volume25
    journal issue2
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000347
    page05019003
    treeJournal of Architectural Engineering:;2019:;Volume ( 025 ):;issue: 002
    contenttypeFulltext
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