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    Compressive Behavior of Granite: Experimental Approach

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 009
    Author:
    G. Vasconcelos
    ,
    P. B. Lourenço
    ,
    C. A. S. Alves
    ,
    J. Pamplona
    DOI: 10.1061/(ASCE)0899-1561(2009)21:9(502)
    Publisher: American Society of Civil Engineers
    Abstract: Masonry is the oldest building material that survived until today, being used all over the world, and is present in the most impressive historical structures. There is a considerable amount of existing masonry buildings using granite as a masonry unit. Conservation, rehabilitation, and strengthening of the built heritage and protection of human lives are clear demands of modern societies and the evaluation of the stability conditions of damaged ancient constructions involves frequently the usage of more advanced numerical tools than linear elastic analysis, where the knowledge of the mechanical properties of the stone masonry is required. This work aims at obtaining the compressive mechanical properties and at improving the understanding of the fracture process of granites. Based on an enlarged experimental program of uniaxial compressive tests in different granite lithotypes, it was possible to obtain complete stress-strain diagrams through an appropriate circumferential displacement control, from which the elastic and fracture properties were derived. A comprehensive discussion on the parameters influencing the compressive behavior of granite such as planar anisotropy, weathering state, and physical properties are also provided.
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      Compressive Behavior of Granite: Experimental Approach

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    https://yetl.yabesh.ir/yetl1/handle/yetl/46574
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    contributor authorG. Vasconcelos
    contributor authorP. B. Lourenço
    contributor authorC. A. S. Alves
    contributor authorJ. Pamplona
    date accessioned2017-05-08T21:18:42Z
    date available2017-05-08T21:18:42Z
    date copyrightSeptember 2009
    date issued2009
    identifier other%28asce%290899-1561%282009%2921%3A9%28502%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46574
    description abstractMasonry is the oldest building material that survived until today, being used all over the world, and is present in the most impressive historical structures. There is a considerable amount of existing masonry buildings using granite as a masonry unit. Conservation, rehabilitation, and strengthening of the built heritage and protection of human lives are clear demands of modern societies and the evaluation of the stability conditions of damaged ancient constructions involves frequently the usage of more advanced numerical tools than linear elastic analysis, where the knowledge of the mechanical properties of the stone masonry is required. This work aims at obtaining the compressive mechanical properties and at improving the understanding of the fracture process of granites. Based on an enlarged experimental program of uniaxial compressive tests in different granite lithotypes, it was possible to obtain complete stress-strain diagrams through an appropriate circumferential displacement control, from which the elastic and fracture properties were derived. A comprehensive discussion on the parameters influencing the compressive behavior of granite such as planar anisotropy, weathering state, and physical properties are also provided.
    publisherAmerican Society of Civil Engineers
    titleCompressive Behavior of Granite: Experimental Approach
    typeJournal Paper
    journal volume21
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2009)21:9(502)
    treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 009
    contenttypeFulltext
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