Experimental research of assembled buckling-restrained braces wrapped with carbon or basalt fiber

被引:24
作者
Jia, Mingming [1 ]
Yu, Xiaohui [1 ]
Lu, Dagang [1 ]
Lu, Binbin [1 ]
机构
[1] Harbin Inst Technol, Key Lab Struct Dynam Behav & Control, Minist Educ, Harbin 150090, Peoples R China
基金
美国国家科学基金会;
关键词
Assembled buckling restrained brace (ABRB); Carbon fiber; Basalt fiber; Hysteretic behavior; Multi-wave buckling; STEEL; BEHAVIOR;
D O I
10.1016/j.jcsr.2017.01.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new assembled buckling-restrained brace (ABRB) wrapped with carbon or basalt fiber cloth is proposed. It has the following advantages: 1) it can be disassembled by cutting the fiber cloth; 2) it is easy to inspect and repair the core plates after destructive earthquakes; 3) the outer fiber material also serves as a corrosion resistance to the outer steel tube. A total of eight ABRB specimens were tested under quasi-static axial loads. The test results indicate that the ABRB is capable to undergo fully-reverse yielding cycles without loss of stiffness and strength with sufficient ductility and energy absorption capacity. Multi-wave buckling occurred on the core plates of ABRBs resulting in "jumped" hysteretic curves in compression stage. ABRB specimens fractured in the middle of the core plate elements when a loading protocol included increasing deformation amplitudes with additional fatigue cyclic loading; while when the loading protocol consisted of increasing deformation amplitude cyclic loading without maximum amplitude limit, rupture of the ABRB specimens occurred at the junctions of yielding segments and non-yielding segments of core plate. When a pair of restraining members of an ABRB are connected and restrained with fiber cloth, the assembled constraint mechanics can resist the lateral thrust exerted by core plate. The nonlinear finite element analysis results show good agreement with the experimental data. Both the results from the experiment and numerical simulation show that the proposed ABRBs can satisfy the performance requirements for the BRB components and provide a beneficial alternative for BRB fabrication and application. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:144 / 161
页数:18
相关论文
共 28 条
[1]  
American Institute of Steel Construction/Structural Engineers Association of Northern, 2001, AISC SEAOC REC PROV
[2]   Component testing, seismic evaluation and characterization of buckling-restrained braces [J].
Black, CJ ;
Makris, N ;
Aiken, ID .
JOURNAL OF STRUCTURAL ENGINEERING, 2004, 130 (06) :880-894
[3]  
Building Seismic Safety Council, 2004, FEMA450 NAT I BUILD
[4]   Application of low yield strength steel on controlled plastification ductile concentrically braced frames [J].
Chen, CC ;
Chen, SY ;
Liaw, JJ .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2001, 28 (05) :823-836
[5]   Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces [J].
Chou, Chung-Che ;
Chen, Sheng-Yang .
ENGINEERING STRUCTURES, 2010, 32 (08) :2108-2121
[6]   Study of GFRP Steel Buckling Restraint Braces [J].
Deng, Kailai ;
Pan, Peng ;
Nie, Xin ;
Xu, Xiaoguang ;
Feng, Peng ;
Ye, Lieping .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2015, 19 (06)
[7]   Probabilistic seismic demand assessment of residual drift for Buckling-Restrained Braced Frames as a dual system [J].
Deylami, A. ;
Mandavipour, M. A. .
STRUCTURAL SAFETY, 2016, 58 :31-39
[8]  
Dusicka P., 2008, PROCEEDINGS OF THE 2
[9]   Global Restraint in Ultra-Lightweight Buckling-Restrained Braces [J].
Dusicka, Peter ;
Tinker, John .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2013, 17 (01) :139-150
[10]   An experimental study on steel-encased buckling-restrained brace hysteretic dampers [J].
Eryasar, Mehmet Emrah ;
Topkaya, Cem .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2010, 39 (05) :561-581