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    Composite Fibers for External Reinforcement of Natural Stone

    Source: Journal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 003
    Author:
    K. E. Kurtis
    ,
    C. K. H. Dharan
    DOI: 10.1061/(ASCE)1090-0268(1997)1:3(116)
    Publisher: American Society of Civil Engineers
    Abstract: Low tensile strength restricts use of natural stone in applications where tensile or flexural capacity is required, such as for long spans or thin sections (e.g., cladding, countertops, desktops). In addition, exposure to agents of chemical and mechanical weathering can decrease the strength of stone over time. The use of composite laminates as external reinforcement to increase the tensile and flexural capacity of natural stone is investigated. High strength (HS) carbon/epoxy laminates were bonded to the lower surfaces of marble and limestone beams, and flexural tests were performed on reinforced and unreinforced specimens. Results indicate that external composite reinforcement can increase the load-carrying capacity of both types of stone by an order of magnitude as compared to unreinforced control samples. Laminate thicknesses of four plies [0.5 mm (0.02) in.] and eight plies [1.0 mm (0.04) in.] produced similar increases in stone strength. However, stone reinforced with four-ply laminates experienced greater deflection before failure than samples reinforced with eight plies.
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      Composite Fibers for External Reinforcement of Natural Stone

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    contributor authorK. E. Kurtis
    contributor authorC. K. H. Dharan
    date accessioned2017-05-08T21:30:14Z
    date available2017-05-08T21:30:14Z
    date copyrightAugust 1997
    date issued1997
    identifier other%28asce%291090-0268%281997%291%3A3%28116%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53974
    description abstractLow tensile strength restricts use of natural stone in applications where tensile or flexural capacity is required, such as for long spans or thin sections (e.g., cladding, countertops, desktops). In addition, exposure to agents of chemical and mechanical weathering can decrease the strength of stone over time. The use of composite laminates as external reinforcement to increase the tensile and flexural capacity of natural stone is investigated. High strength (HS) carbon/epoxy laminates were bonded to the lower surfaces of marble and limestone beams, and flexural tests were performed on reinforced and unreinforced specimens. Results indicate that external composite reinforcement can increase the load-carrying capacity of both types of stone by an order of magnitude as compared to unreinforced control samples. Laminate thicknesses of four plies [0.5 mm (0.02) in.] and eight plies [1.0 mm (0.04) in.] produced similar increases in stone strength. However, stone reinforced with four-ply laminates experienced greater deflection before failure than samples reinforced with eight plies.
    publisherAmerican Society of Civil Engineers
    titleComposite Fibers for External Reinforcement of Natural Stone
    typeJournal Paper
    journal volume1
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(1997)1:3(116)
    treeJournal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 003
    contenttypeFulltext
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