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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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