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http://dx.doi.org/10.7781/kjoss.2014.26.3.231

Energy Dissipation Capacity of the T-stub Fastened by SMA bars  

Yang, Jae Guen (Department of Architectural Engineering, Inha University)
Baek, Min Chang (Department of Architectural Engineering, Inha University)
Lee, Jae Yun (Department of Architectural Engineering, Inha University)
Lee, Hyung Dong (Department of Architectural Engineering, Inha University)
Publication Information
Journal of Korean Society of Steel Construction / v.26, no.3, 2014 , pp. 231-240 More about this Journal
Abstract
The T-stub subjected to an axial tensile force shows various behavior characteristics according to the changes in the diameter and tightening force of the fastener, the geometric shape of the T-stub, and the material properties of the T-stub and fastener. Due to the influence of these changes, the T-stub shows three failure modes: plastic failure after the flexural yielding of the T-stub flange, flexural yielding of the T-stub fillet, and fracture of the fastener. In general, a T-stub with a thin flange and where the gauge distance of the fastener is long has a larger energy dissipation capacity than a T-stub with a thick flange and where the gauge distance of the fastener is short, due to the plastic deformation after flexural yielding. In this study, three-dimensional nonlinear finite element analysis was carried out to determine the effect of the fastener used for fastening the T-stub on the energy dissipation capacity of the T-stub. For the fastener of the T-stub analysis model, F10T-M20 high-tension bolts and ${\varnothing}19.05-mm$ (3/4-inch) SMA bars were modeled, and the geometric shape of the T-stub was selected to represent the flexural yielding of the T-stub fillet and the axial tensile failure of the fastener.
Keywords
T-stub; Energy dissipation capacity; SMA bars; F10T high-tension bolts; Three-dimensional nonlinear finite element analysis;
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  • Reference
1 SAES Smart Materials, www.shape-memory-alloys.com, SAES Getters Group.
2 Kulak, G.L., Fisher, J.W., and Struik, J.H.A. (2001) Guide To Design Criteria For Bolted and Riveted Joints 2nd Ed., American Institute of Steel Construction, Wiley, New York.
3 Thornton, W.A. (1985) Prying Action: A general Treatment, Journal of Environmental Engineering, AISC, Vol.22, pp.67-75.
4 Astaneh, A. (1985) Procedure For Design and Analysis of Hanger-Type Connections, Engineering Journal, AISC, Vol.22, No.2, pp.63-66.
5 Abolmaali, A., Treadway, J., Aswath, P., Lu. F.K., and McCarthy, E. (2006) Hysteresis Behavior of T-Stub Connections with Superelastic Shape Memory Fasteners, Journal of Constructional Steel Research, Vol.62, pp. 831-838.   DOI   ScienceOn
6 Tanaka, K. (1986) A Thermomechanical Sketch of Shape Memory Effect: One-Dimensional Tensile Behavior, Res Mechanica, Vol.18, pp.251-263.
7 Liang, C. and Rogers, C.A. (1990) One-Dimensional Thermomechanical Constitutive Relations for Shape Memory Materials, Journal of Intelligent Material Systems and Structures 1, pp.207-234.   DOI
8 Auricchio, F. and Sacco, E. (1997) A One-Dimensional Model for Superelastic Shape-Memory Alloys with Different Elastic Properties Between Austenite and Martensite Int., J. Non-Linear, Mech. Vol.32, pp.1101- 1114.   DOI   ScienceOn
9 Liang, C. and Rogers, C.A. (1992) A Multi-Dimensional Constitutive Model for Shape Memory Alloys, Journal of Engineering Mathematics, Vol.26, pp.429-443.   DOI
10 Boyd, J.G. and Lagoudas, D.C. (1996) A Thermodynamical Constitutive Model for Shape Memory Materials. Part I. The Monolithic Shape Memory Alloy, International Journal of Plasticity, Vol.12, No.6, pp.805-842.   DOI   ScienceOn
11 Auricchio, F., Taylor, R.L., and Lubliner, J. (1997) Shape-Memory Alloy: Macromodelling and Numerical Simulations of the Superelastic Behavior, Computer Methods in Applied Mechanics and Engineering, Vol. 146, pp.281-312.   DOI   ScienceOn
12 Speicher, M.S., DesRoches, R., and Leon, R.T. (2011) Experimental Results of a NiTi Shape Memory Alloy (SMA)-Based Recentering Beam-Column Connection, Engineering Structures, Vol.33, pp.2448-2456.   DOI   ScienceOn
13 DesRoches, R., McCormick, J., and Delemont, M. (2004) Cyclic Properties of Superelastic Shape Memory Alloy Wires and Bars, Journal of Structual Engineering, ASCE pp.38-46.
14 Tamai, H. and Kitagawa, Y. (2002) Pseudoelastic Behavior of Shape Memory Alloy wire and Its Application to Seismic Resistance Member for Building, Computational Materials Science, Vol.25, pp.218-227.   DOI   ScienceOn
15 한국강구조학회(2012) 개정판 강구조설계, 구미서관. Korean Society of Steel Construction (2012) Steel Structure Design, Revised Edition, Goomibook, Korea (in Korean).
16 Abolmaali, A., Treadway, J., Aswath, P., Lu, F.K., and McCarthy, E. (2006) Hysteresis Behavior of T-stub Connections with Superelastic Shape Memory Fasteners, Journal of Constructional Steel Research, Vol.62, pp. 831-838.   DOI   ScienceOn