Innovative Self-Centering Concrete Beam-Column Connection Reinforced Using Shape Memory Alloy

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Innovative Self-Centering Concrete Beam-Column Connection Reinforced Using Shape Memory Alloy

Author(s): Fadi Oudah and Raafat El-Hacha

Publication: Structural Journal

Volume: 115

Issue: 3

Appears on pages(s): 607-620

Keywords: beam column; connection; plastic hinge; psuedoelasticity; shape memory alloy; single-slotted beam

DOI: 10.14359/51702132

Date: 5/1/2018

Abstract:
The ability to sense the environment and react on thermal and mechanical stimulus make the use of smart materials a promising alternative in the design of structures. The design of concrete plastic hinge regions reinforced using shape memory alloy (SMA), a class of smart material, was considered in this study to further enhance the self-centering ability, while reducing the material direct cost. This was achieved through introducing an innovative detail of concrete plastic hinge regions reinforced using SMA bars. The system was examined experimentally by testing a large-scale concrete beam-column connection and comparing it with steel reinforced counterparts. Test results indicated the ability of the system to achieve a self-centering behavior when subjected to positive and negative bending while sustaining minimal damage. Future research trend should be directed toward mitigating the premature failure of the SMA bars at the anchorage to further use the energy dissipation ability of the SMA bar.

Related References:

1. Ramirez, C. M.; Liel, A. B.; Mitrani-Reiser, J.; Haselton, C. B.; Spear, A. D.; Steiner, J.; Deierlein, G. G.; and Miranda, E., “Expected Earthquake Damage and Repair Costs in Reinforced Concrete Frame Buildings,” Earthquake Engineering & Structural Dynamics, V. 41, No. 11, 2012, pp. 1455-1475.

2. Park, R., “The fib State-of-the-Art Report on the Seismic Design of Precast Concrete Building Structures,” The 7th Pacific Conference on Earthquake Engineering, Christchurch, New Zealand, Feb. 13-15, 2003, Paper No. 011, 13 pp.

3. EI-Sheikh, M.T.; Sause, R.; Pessiki, S.; and Lu, L.-W., “Seismic Behavior and Design of Unbonded Post-Tensioned Precast Concrete Frames,” PCI Journal, V. 44, No. 3, 1999, pp. 54-71. doi: 10.15554/pcij.05011999.54.71

4. Pampanin, S.; Priestley, N.; and Sritharan, S., “Analytical Modelling of the Seismic Behaviour of Precast Concrete Frames Designed with Ductile Connections,” Journal of Earthquake Engineering, V. 5, No. 03, 2001, pp. 329-367.

5. Holden, T.; Restrepo, J.; and Mander, J., “Seismic Performance of Precast Reinforced and Prestressed Concrete Walls,” Journal of Structural Engineering, ASCE, V. 129, No. 3, 2003, pp. 286-296. doi: 10.1061/(ASCE)0733-9445(2003)129:3(286)

6. Morgen, B. G., and Kurama, Y. C., “A Friction Damper for Post-Tensioned Precast Concrete Beam-To-Column Joints,” 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, August 1-6, 2004, Paper No. 3189.

7. ElGawady, M., and Sha’lan, A., “Seismic Behavior of Self-Centering Precast Segmental Bridge Bents,” Journal of Bridge Engineering, V. 16, No. 3, 2011, pp. 328-339. doi: 10.1061/(ASCE)BE.1943-5592.0000174

8. Sharbatdar, M. K.; Saatcioglu, M.; and Benmokrane, B., “Seismic Flexure Behaviour of Concrete Connections Reinforced with CFRP Bars and Grids,” Composite Structures, V. 93, No. 10, 2011, pp. 2439-2449. doi: 10.1016/j.compstruct.2011.04.009

9. Said, A., and Nehdi, M., “Use of FRP for RC Frames in Seismic Zones: Part II. Performance of Steel-Free GFRP-Reinforced Beam-Column Joints,” Applied Composite Materials, V. 11, No. 4, 2004, pp. 227-245. doi: 10.1023/B:ACMA.0000035480.85721.b5

10. Shaw, J. A., and Kyriakides, S., “Thermomechanical Aspects of NiTi,” Journal of the Mechanics and Physics of Solids, V. 43, No. 8, 1995, pp. 1243-1281. doi: 10.1016/0022-5096(95)00024-D

11. Kumar, P. K., and Lagoudas, D. C., “Introduction to Shape Memory Alloys,” Shape Memory Alloys: Modeling and Engineering Applications, D. C. Lagoudas, ed., Springer Science+Business Media LLC, 2007, New York, pp. 1-51.

12. Saiidi, M. S., and Wang, H., “Exploratory Study of Seismic Response of Concrete Columns with Shape Memory Alloys Reinforcement,” ACI Structural Journal, V. 103, No. 3, May-June 2006, pp. 436-443.

13. Youssef, M. S.; Alam, M. S.; and Nehdi, M., “Experimental Investigation of the Seismic Behaviour of Beam-Column Joints Reinforced with Superelastic Shape Memory Alloys,” Journal of Earthquake Engineering, V. 12, No. 7, 2008, pp. 1205-1222. doi: 10.1080/13632460802003082

14. Nehdi, M.; Alam, M. S.; and Youssef, M. A., “Development of Corrosion-Free Concrete Beam-Column Joint with Adequate Seismic Energy Dissipation,” Engineering Structures, V. 32, No. 9, 2010, pp. 2518-2528. doi: 10.1016/j.engstruct.2010.04.020

15. Ohkubo, M.; Matsuoka, T.; Yoshioka, T.; and Anderson, D. L., “Shear Transfer Mechanism of Reinforced Concrete Beams with a Slot at the Beam-End,” Proceedings of Japan Concrete Institute, V. 21, No. 3, 1999, pp. 523-528.

16. Oudah, F., and El-Hacha, F., “Seismic Performance of Modified Single-Slotted-Beam Concrete Connection,” Journal of Earthquake Engineering, V. 21, No. 5, 2017, pp. 726-751.

17. NBCC, “National Building Code of Canada, Canadian Commission on Building and Fire Codes,” National Research Council of Canada, Ottawa, ON, Canada, 2005, 1404 pp.

18. Noor, F. A., and Boswell, L. F., Small Scale Modelling of Concrete Structures, Taylor & Francis: Routledge, 1992, 357 pp.

19. ASTM C39/C39M-10, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2010, 7 pp.

20. ASTM A370, “Standard Test Methods and Definitions for Mechanical Testing of Steel Products,” ASTM International, West Conshohocken, PA, 2010, 47 pp.

21. Oudah, F., and El-Hacha, F., “Evaluation of Member Contributions in Concrete Connections Using the Digital Image Correlation Technique,” Fifth International Workshop on Performance, Protection and Strengthening of Structures under Extreme Loading (PROTECT), University of Michigan, Ann Arbor, MI, June 28-30, 2015.

22. Mao, S.; Han, X.; Wu, M. H.; Zhang, Z.; Hao, F.; Liu, D.; Zhang, Y.; and Hou, B., “Effect of Cyclic Loading on Apparent Young’s Modulus and Critical Stress in Nano-Subgrained Superelastic NiTi Shape Memory Alloys,” Materials Transactions, V. 47, No. 3, 2006, pp. 735-741. doi: 10.2320/matertrans.47.735

23. Fugazza, D., “Experimental Investigation on the Cyclic Properties of Superelastic NiTi Shape-Memory Alloy Wires and Bars,” PhD thesis, European School for Advanced Studies in Reduction of Seismic Risk, Pavia, Italy, 2005, 28 pp.

24. Oudah, F., and El-Hacha, F., “Joint Performance in Concrete Beam-Column Connections Reinforced Using SMA Smart Material,” Engineering Structures, V. 151, 2017, pp. 745-760.

25. Oudah, F., “Development of Self-Centering Concrete Beam-Column Connections Reinforced Using Shape Memory Alloys,” PhD thesis, University of Calgary, Calgary, AB, Canada, 2014, 445 pp.

26. ACI Innovation Task Group 1, “Acceptance Criteria for Moment Frames Based on Structural Testing (ACI T1.1-01),” ACI Innovation Task Group 1 and Collaborations, American Concrete Institute, Farmington Hills, MI, 2001, 10 pp.

27. Gales, J.; Bisby, L.; and Stratford, T., “New Parameters to Describe High-Temperature Deformation of Prestressing Steel Determined Using Digital Image Correlation,” Structural Engineering International, V. 22, No. 4, 2012, pp. 476-486. doi: 10.2749/101686612X13363929517730

28. Elnashai, A. S., and Di Sarno, L., Fundamentals of Earthquake Engineering, John Wiley & Sons Ltd, New York, 2008, 347 pp.

29. Paulay, T., and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons Ltd, New York, 1992, 721 pp.

30. CSA A23.3-04, “Design of Concrete Structures,” Canadian Standards Association, Toronto, ON, Canada, 2004, 297 pp.

31. Vecchio, F. J., and Balopoulou, S., “On the Nonlinear Behaviour of Reinforced Concrete Frames,” Canadian Journal of Civil Engineering, V. 17, No. 5, 1990, pp. 698-704. doi: 10.1139/l90-083

32. Priestley, M. J. N.; Calvi, G. M.; and Kowalsky, M. J., “Displacement-Based Seismic Design of Structures,” Instituto Universitario di Studi Superiori di Pavia (IUSS) Press, Pavia, Italy, 2007, 721 pp.

33. Hose, Y. D.; Silva, P.; and Seible, F., “Performance of Library of Concrete Bridge Components, Sub-Assemblages, and Systems under Simulated Seismic Loads,” Report No. SSRP-99/08, Department of Structural Engineering, University of California, San Diego, La Jolla, CA, 1999, 108 pp


ALSO AVAILABLE IN:

Electronic Structural Journal



  

Edit Module Settings to define Page Content Reviewer