Global Restraint in Ultra-Lightweight Buckling-Restrained Braces

AbstractA concept for an ultra-lightweight buckling-restrained brace was conceived, and a prototype was designed that utilized an aluminum core and bundled glass fiber-reinforced polymer pultruded tubes for the buckling restraint. Prediction of global stability in compression was made using analytical methods based on single-degree-of-freedom (SDOF) and previously established Euler buckling models. Detailed finite-element simulations of the proposed prototypes utilized a constitutive model calibrated from experimentally obtained reversed cyclic coupon testing of 6061-T6511 aluminum alloy at 2–4% total strain amplitude. Analytical formulations were compared with monotonic and cyclic numerical results from a parametric study varying restrainer stiffness, end moments induced by frame drift, and core reduced section length. The study concluded that SDOF and Euler formulations may underestimate the required restrainer stiffness by a factor of two or greater. The resulting ultra-lightweight brace prototypes sat...

[1]  Christopher J. Earls,et al.  Use of Fiber-Reinforced Polymer Composite Elements to Enhance Structural Steel Member Ductility , 2006 .

[2]  Amr Shaat,et al.  Fiber-Element Model for Slender HSS Columns Retrofitted with Bonded High-Modulus Composites , 2007 .

[3]  Nicos Makris,et al.  Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces , 2004 .

[4]  X. Zhao,et al.  State-of-the-art review on FRP strengthened steel structures , 2007 .

[5]  Federico M. Mazzolani,et al.  Experimental Tests of a Real Building Seismically Retrofitted by Special Buckling‐Restrained Braces , 2008 .

[6]  Robert Tremblay,et al.  Seismic testing and performance of buckling- restrained bracing systems , 2006 .

[7]  S. Remseth,et al.  Cyclic stress-strain behaviour of alloy AA6060 T4, part II: Biaxial experiments and modelling , 1995 .

[8]  Sherif El-Tawil,et al.  Inhibiting Steel Brace Buckling Using Carbon Fiber-Reinforced Polymers: Large-Scale Tests , 2009 .

[9]  Jinkoo Kim,et al.  Component tests of buckling-restrained braces with unconstrained length , 2009 .

[10]  Durgesh C. Rai,et al.  INELASTIC CYCLIC BUCKLING OF ALUMINUM SHEAR PANELS , 2002 .

[12]  James M. Kelly,et al.  Hysteretic dampers for earthquake‐resistant structures , 1974 .

[13]  S. El-Tawil,et al.  Restraining Steel Brace Buckling Using a Carbon Fiber-Reinforced Polymer Composite System: Experiments and Computational Simulation , 2008 .

[14]  F. López-Almansa,et al.  A low-tech dissipative buckling restrained brace. Design, analysis, production and testing , 2009 .

[15]  Amr Shaat,et al.  Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control , 2009 .

[16]  James M. Ricles,et al.  Experimental Evaluation of a Large-Scale Buckling-Restrained Braced Frame , 2007 .

[17]  Amr Shaat,et al.  Axial loading tests on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymers , 2006 .

[18]  Federico M. Mazzolani,et al.  “All-steel” buckling-restrained braces for seismic upgrading of existing reinforced concrete buildings , 2009 .

[19]  Kent A. Harries,et al.  Enhancing stability of structural steel sections using FRP , 2009 .

[20]  Ian G. Buckle,et al.  Cyclic response of plate steels under large inelastic strains , 2007 .

[21]  Qiang Xie,et al.  State of the art of buckling-restrained braces in Asia , 2005 .

[22]  C. C. Chou S.Y. Chen Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces with a replaceable core , 2009 .

[23]  Federico M. Mazzolani,et al.  Experimental analysis of steel dissipative bracing systems for seismic upgrading , 2009 .