Structural Engineering with NiTi . II: Mechanical Behavior and Scaling

This paper continues to address the overarching goal to provide a more unified understanding of NiTi shape memory alloys intended for use in structural applications by attempting to link standard processing practice and basic materials characterization to the deformation behavior of large diameter bars. Results from cyclic tensile tests performed on large diameter Ni-rich polycrystalline NiTi bars are presented. Coupon specimens taken from deformation processed bars with diameters of 12.7, 19.1, and 31.8 mm are tested along with their respective full-scale specimens. The coupon tests results reveal small and highly variable differences between specimens taken from the different size bars. The full-scale specimen tests continue to show the presence of the R phase, but lack a Luders-like transformation. A comparison of the results suggests that coupon specimens provide only limited information in terms of the full-scale behavior. Full-scale tests using an earthquake-type loading then show similar behavior t...

[1]  Reginald DesRoches,et al.  CYCLIC PROPERTIES OF SUPERELASTIC SHAPE MEMORY ALLOY WIRES AND BARS , 2004 .

[2]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[3]  Paolo Clemente,et al.  Demo-application of shape memory alloy devices: the rehabilitation of the S. Giorgio Church bell tower , 2001, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[4]  Darel E. Hodgson,et al.  Damping Applications of Shape-Memory Alloys , 2002 .

[5]  Yi Liu,et al.  Shape Memory Alloys as Damping Materials , 2000 .

[6]  H. Tamai,et al.  APPLICATION OF SMA RODS TO EXPOSED-TYPE COLUMN BASES IN SMART STRUCTURAL SYSTEMS , 2002 .

[7]  T. W. Duerig,et al.  Engineering Aspects of Shape Memory Alloys , 1990 .

[8]  Giorgio Croci,et al.  Strengthening the Basilica of St Francis of Assisi after the September 1997 Earthquake , 2001 .

[9]  Ottavia Corbi Shape memory alloys and their application in structural oscillations attenuation , 2003, Simul. Model. Pract. Theory.

[10]  Ken Gall,et al.  The role of texture in tension–compression asymmetry in polycrystalline NiTi , 1999 .

[11]  Ken Gall,et al.  On the mechanical behavior of single crystal NiTi shape memory alloys and related polycrystalline phenomenon , 2001 .

[12]  Parviz Soroushian,et al.  Repair and Strengthening of Concrete Structures Through Application of Corrective Posttensioning Forces with Shape Memory Alloys , 2001 .

[13]  Antonio Isalgue,et al.  Shape memory alloys: From the physical properties of metastable phase transitions to dampers for civil engineering applications , 2004 .

[14]  C. M. Wayman,et al.  Shape-Memory Materials , 2018 .

[15]  Yukio Adachi,et al.  Development of shape memory alloy damper for intelligent bridge systems , 1999, Smart Structures.

[16]  Krzysztof Wilde,et al.  Base isolation system with shape memory alloy device for elevated highway bridges , 2000 .

[17]  Alessandro Baratta,et al.  On the dynamic behaviour of elastic–plastic structures equipped with pseudoelastic SMA reinforcements , 2002 .

[18]  G. D. Canio,et al.  EXPERIMENTAL VERIFICATIONS OF SEISMIC PROTECTION OF STEEL AND R.C. STRUCTURES AT ENEA-CASACCIA SHAKING TABLES , 2002 .

[19]  Reginald DesRoches,et al.  Structural engineering with niti. I Basic materials characterization , 2007 .

[20]  Yu-Lin Han,et al.  NiTi-wire Shape Memory Alloy Dampers to Simultaneously Damp Tension, Compression, and Torsion , 2005 .

[21]  Min Liu,et al.  Vibration mitigation of a stay cable with one shape memory alloy damper , 2004 .

[22]  E. J. Graesser,et al.  Shape‐Memory Alloys as New Materials for Aseismic Isolation , 1991 .

[23]  Roberto T. Leon,et al.  Steel Beam-Column Connections using Shape Memory Alloys , 2004 .

[24]  Nagatoshi Okabe,et al.  Axial Compressive Behavior of Single-Stage Bellows of TiNi Shape Memory Alloy for Seismic Applications , 2005 .

[25]  Reginald DesRoches,et al.  Seismic retrofit of simply supported bridges using shape memory alloys , 2002 .

[26]  Douglas A. Foutch,et al.  Translating Research to Practice: FEMA/SAC Performance-Based Design Procedures , 2003 .

[27]  L. Faravelli,et al.  Experimental characterisation of a Cu-based shape memory alloy toward its exploitation in passive control devices , 2004 .

[28]  M. Dolce,et al.  Mechanical behaviour of shape memory alloys for seismic applications 2. Austenite NiTi wires subjected to tension , 2001 .

[29]  James M. Kelly,et al.  Experimental and analytical studies of shape-memory alloy dampers for structural control , 1995, Smart Structures.

[30]  Reginald DesRoches,et al.  Unseating prevention for multiple frame bridges using superelastic devices , 2005 .

[31]  Donatello Cardone,et al.  Implementation and testing of passive control devices based on shape memory alloys , 2000 .

[32]  Qiusheng Li,et al.  Structural vibration control by shape memory alloy damper , 2003 .

[33]  S. Bruno,et al.  Comparative response analysis of conventional and innovative seismic protection strategies , 2002 .

[34]  Shuichi Miyazaki,et al.  Lüders-like deformation observed in the transformation pseudoelasticity of a TiNi alloy , 1981 .

[35]  Maurizio Indirli,et al.  Progress of application, research and development, and design guidelines for shape memory alloy devices for cultural heritage structures in Italy , 2001, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[36]  C. Valente,et al.  Shaking table tests on reinforced concrete frames without and with passive control systems , 2005 .

[37]  Arata Masuda,et al.  Optimization of hysteretic characteristics of damping devices based on pseudoelastic shape memory alloys , 2002 .

[38]  Hiroyuki Tamai,et al.  Pseudoelastic behavior of shape memory alloy wire and its application to seismic resistance member for building , 2002 .

[39]  Rebuilding and Enhancing the Nations Infrastructure: A Role for Intelligent Material Systems and Structures , 1995 .