Steel beam-column connections using shape memory alloys

被引:189
作者
Ocel, J
DesRoches, R
Leon, RT
Hess, WG
Krumme, R
Hayes, JR
Sweeney, S
机构
[1] Univ Minnesota, Minneapolis, MN 55455 USA
[2] Georgia Inst Technol, Atlanta, GA 30318 USA
[3] KPFF Consulting Engineers, Seattle, WA 98101 USA
[4] E Sorbs Syst, Berkeley, CA 94708 USA
[5] USA, Ctr Res & Dev, Seism & Struct Engn Grp, CERL, Champaign, IL 61822 USA
关键词
beam columns; steel; connections; semi-rigid; shape memory effect; seismic design; cyclic tests;
D O I
10.1061/(ASCE)0733-9445(2004)130:5(732)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:732 / 740
页数:9
相关论文
共 25 条
  • [1] ACTIVE VIBRATION CONTROL OF FLEXIBLE BEAMS USING SHAPE MEMORY ACTUATORS
    BAZ, A
    IMAM, K
    MCCOY, J
    [J]. JOURNAL OF SOUND AND VIBRATION, 1990, 140 (03) : 437 - 456
  • [2] BRAILOVSKI V, 1997, P SMTS C AS CAL
  • [3] CARDONE D, 1999, SMST99 P 1 EUR C SHA
  • [4] Croci G, 2001, STRENGTHENING BASILI
  • [5] DELEMONT M, 2001, THESIS GEORGIA I TEC
  • [6] *FEMA, 1995, FEMA288
  • [7] Funakubo, 1987, SHAPE MEMORY ALLOYS
  • [8] Higashino M., 1996, 2 INT WORKSH STRUCT, P221
  • [9] INAUDI J, 1994, P 1 WORLD C STRUCT C, P127
  • [10] INDIRLI M, 2001, P SPIE SMART STRUCT