Experimental flexural behavior of SMA-FRP reinforced concrete beam

Frontiers of Architecture and Civil Engineering in China - Tập 7 Số 4 - Trang 341-355 - 2013
Adeel Zafar1, Bassem Andrawes1
1Department of Civil Engineering, University of Illinois at Urbana-Champaign, Illinois, USA

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DesRoches R, McCormick J, Delemont M. Cyclic properties of superelastic shape memory alloy wires and bars. Journal of Structural Engineering, 2004, 130(1): 38–46

Penar B W. Recentering beam column connections using shape memory alloys. Master Thesis. Atlanta: Georgia Institute of Technology, 2005

Nehdi M, Shahria Alam M, Youssef M A. Development of corrosion-free concrete beam column joint with adequate seismic energy dissipation. Engineering Structures, 2009, 32(9): 2518–2528

Shin M, Andrawes B. Experimental investigation of actively confined concrete using shape memory alloys. Engineering Structures, 2010, 32(3): 656–664

Rogers C, Liang C, Jia J. Structural modification of simplysupported laminated plates using embedded shape memory alloy fibers. Computers & Structures, 1991, 38(5–6): 569–580

Paine J S N, Rogers C A. Shape memory alloys for damage resistant composite structures. Active Materials and Smart Structures, 1995, 2427(1): 358–371

Xu Y, Toyama N, Yoshida H, Kishi T. A novel technique for fabricating SMACFRP adaptive composites using ultrathin TiNi wires. Smart Materials and Structures, 2002, 12: 196–202

Sterzla T, Winzek B. Bistable shape memory thin film actuators. Smart Structures and Materials 2003: Active Materials: Behavior and Mechanics. In: Proceedings of the Society for Photo-Instrumentation Engineers. 2003, 5053(1): 101–109

Jonnalagadda K, Sottos N, Qidwai M, Lagoudas D. Transformation of embedded shape. Journal of Intelligent Material Systems and Structures, 1998, 9

Wei Z G, Sandstrom R, Miyazaki S. Shape memory materials and hybrid composites for smart systems Part II Shape-memory hybrid composites Part II Shape memory hybrid composites. Journal of Materials Science, 1998, 33(15): 3763–3783

Zhang R X, Ni Q Q, Natsuki T, Iwamoto M. Mechanical properties of composites filled with SMA particles and short fibers. Composite Structures, 2007, 79(1): 90–96

Wierschem N, Andrawes B. Superelastic SMA-FRP composite reinforcement for concrete structures. Smart Materials and Structures, 2010, 19(2): 13

Zafar A, Andrawes B. Incremental dynamic analysis of concrete moment resisting frames reinforced with shape memory composite bars. Journal of Smart Materials & Structures, 2012, 21(2): 14

Zafar A, Andrawes B. Fabrication and cyclic behavior of highly ductile superelastic shape memory composites. Journal of Materials in Civil Engineering, 2013 (in press)

Liu Y, Xie Z, Humbeeck J V, Delaey L. Asymmetry of stress-strain curves under tension and compression for NiTi shape memory alloys. Acta Materialia. 1998, 46(12): 4325–4338

Lim T J, McDowell D L. Mechanical behaviour of an Ni-Ti shape memory alloy under axial-torsional proportional and nonproportional loading. Journal of Engineering Materials and Technology. 1999, 121: 9–18

Mazzoni S. Open System for Earthquake Engineering Simulation (OpesSees). OpenSees Command Language Manual (Berkeley, CA: Pacific Earthquake Engineering Research Center, University of California), 2009

American standards for testing materials (ASTM). ASTM C305: Standard practice for mechanical mixing of hydraulic cement pastes and mortars of plastic consistency, ASTM, West Conshohohoken, PA, 2012

American standards for testing materials (ASTM). ASTM C109: Standard test method for compressive strength of hydraulic cement mortars. ASTM, West Conshohohoken, PA, 2013