Temperature effects of shape memory alloys (SMAs) in damage control design of steel portal frames

Abstract

The objective of the present study is to analytically investigate temperature effects of an axial-type seismic damper made of shape memory alloys (SMAs) equipped in steel frames. Based on a modified multilinear one dimensional constitutive model of SMAs, two types of SMAs are employed, which have different stress plateau and different stress growth rate with temperature increase. Temperature effects of SMA dampers on seismic performance upgrading are discussed in three aspects: different environment temperatures; rapid loading rate induced heat generation and different SMA fractions. The analysis indicates that the effect of environment temperature should be considered for the SMA damper in steel frames. However, the rapid loading rate induced heat generation has little adverse effect.

Keywords

damage control design / shape memory alloy / temperature effect

References

[1] Dolce M, Cardone D. Mechanical behaviour of shape memory alloys for seismic applications 2. Austenite NiTi wires subjected to tension. International Journal of Mechanical Sciences, 2001, 43(11): 2657-2677

[2] Wayman C M, Duerig T W. Engineering Aspects of Shape Memory Alloys. In: Duerig T W, Melton K N, Stockel D, Wayman C M, eds. London: Butterworth-Heinemann Ltd, 1990, 3-20

[3] Attanasi G, Auricchio F, Fenves G L. Feasibility assessment of an innovative isolation bearing system with shape memory alloys. Journal of Earthquake Engineering, 2009, 13(S1): 18-39

[4] Cardone D, Dolce M. SMA-based tension control block for metallic tendons. International Journal of Mechanical Sciences, 2009, 51(2): 159-165

[5] Zhang Y F, Hu X B, Zhu S Y. Seismic performance of benchmark base-isolated bridges with superelastic Cu-Al-Be restraining damping devices. Structural Control and Health Monitoring, 2009, 16(6): 668-685

[6] JRA. Design Specification of Highway Bridges. Part V: Seismic Design, Japan Road Association, Tokyo, Japan, 2002 (in Japanese)

[7] Usami T, Ge H B. Performance-based seismic design methodology for steel bridge systems. Journal of Earthquake and Tsunami, 2009, 3(3): 175-193

[8] Araya R, Marivil M, Mir C, Moroni O, Sepúlveda A. Temperature and grain size effects on the behavior of CuAlBe SMA wires under cyclic loading. Materials Science and Engineering A, 2008, 496(1-2): 209-213

[9] Motahari S A, Ghassemieh M. Multilinear one-dimensional shape memory material model for use in structural engineering applications. Engineering Structures, 2007, 29(6): 904-913

[10] Luo X Q, Ge H B, Usami T. Dynamic numerical simulation of steel frame-typed piers installed with SMA damping devices based on multi-linear one dimensional constitutive model. Advanced Steel Construction, 2010, 6(2): 722-741

[11] Chen Z Y, Ge H B, Usami T. Study on seismic performance upgrading for steel bridge structures by introducing energy-dissipation members. Journal of Structural Engineering, 2007, 53A: 540-549

[12] ABAQUS. ABAQUS Analysis User’s Manual, Dassault Systèmes, 2006

[13] Luo X Q, Ge H B, Usami T. Parametric study on damage control design of SMA dampers in frame-typed steel piers. Frontiers of Architecture and Civil Engineering in China, 2009, 3(4): 384-394

[14] Usami T. Guidelines for Seismic and Damage Control Design of Steel Bridges. Japanese Society of Steel Construction, Tokyo: Gihodo Syuppan Press, Japan, 2006 (in Japanese)

RIGHTS & PERMISSIONS

Higher Education Press and Springer-Verlag Berlin Heidelberg