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    Steel Beam-Column Connections Using Shape Memory Alloys

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author:
    Justin Ocel
    ,
    Reginald DesRoches
    ,
    Roberto T. Leon
    ,
    W. Gregory Hess
    ,
    Robert Krumme
    ,
    Jack R. Hayes
    ,
    Steve Sweeney
    DOI: 10.1061/(ASCE)0733-9445(2004)130:5(732)
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluates the feasibility of a new class of partially restrained connections using shape memory alloys. In the martensitic form, shape memory alloys (SMAs) have the ability to recover large residual deformations by heating the alloy above its transformation temperature. The proposed connection consists of four large diameter NiTi SMA bars connecting the beam flange to the column flange and serve as the primary moment transfer mechanism. Two full-scale connections were tested using the SAC loading protocol. The connections exhibited a high level of energy dissipation, large ductility capacity, and no strength degradation after being subjected to cycles up to 4% drift. Following the initial testing series, the tendons were heated to recover the residual beam tip displacement. After initiating the shape memory effect within the tendons, the connections were retested, displaying repeatable and stable hysteretic behavior. An additional test was performed under dynamic loading to examine the strain rate effects on the performance of the connection. The dynamic tests showed similar behavior, except for a decrease in energy dissipation capacity when compared to the quasi-static tests.
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      Steel Beam-Column Connections Using Shape Memory Alloys

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/34302
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    • Journal of Structural Engineering

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    contributor authorJustin Ocel
    contributor authorReginald DesRoches
    contributor authorRoberto T. Leon
    contributor authorW. Gregory Hess
    contributor authorRobert Krumme
    contributor authorJack R. Hayes
    contributor authorSteve Sweeney
    date accessioned2017-05-08T20:59:04Z
    date available2017-05-08T20:59:04Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A5%28732%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34302
    description abstractThis study evaluates the feasibility of a new class of partially restrained connections using shape memory alloys. In the martensitic form, shape memory alloys (SMAs) have the ability to recover large residual deformations by heating the alloy above its transformation temperature. The proposed connection consists of four large diameter NiTi SMA bars connecting the beam flange to the column flange and serve as the primary moment transfer mechanism. Two full-scale connections were tested using the SAC loading protocol. The connections exhibited a high level of energy dissipation, large ductility capacity, and no strength degradation after being subjected to cycles up to 4% drift. Following the initial testing series, the tendons were heated to recover the residual beam tip displacement. After initiating the shape memory effect within the tendons, the connections were retested, displaying repeatable and stable hysteretic behavior. An additional test was performed under dynamic loading to examine the strain rate effects on the performance of the connection. The dynamic tests showed similar behavior, except for a decrease in energy dissipation capacity when compared to the quasi-static tests.
    publisherAmerican Society of Civil Engineers
    titleSteel Beam-Column Connections Using Shape Memory Alloys
    typeJournal Paper
    journal volume130
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:5(732)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 005
    contenttypeFulltext
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