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Software for biaxial cyclic analysis of reinforced concrete columns
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  • Journal title : Computers and Concrete
  • Volume 17, Issue 3,  2016, pp.353-386
  • Publisher : Techno-Press
  • DOI : 10.12989/cac.2016.17.3.353
 Title & Authors
Software for biaxial cyclic analysis of reinforced concrete columns
Shirmohammadi, Fatemeh; Esmaeily, Asad;
 Abstract
Realistic assessment of the performance of reinforced concrete structural members like columns is needed for designing new structures or maintenance of the existing structural members. This assessment requires analytical capability of employing proper material models and cyclic rules and considering various load and displacement patterns. A computer application was developed to analyze the non-linear, cyclic flexural performance of reinforced concrete structural members under various types of loading paths including non-sequential variations in axial load and bi-axial cyclic load or displacement. Different monotonic material models as well as hysteresis rules, were implemented in a fiber-based moment-curvature and in turn force-deflection analysis, using proper assumptions on curvature distribution along the member, as in plastic-hinge models. Performance of the program was verified against analytical results by others, and accuracy of the analytical process and the implemented models were evaluated in comparison to the experimental results. The computer application can be used to predict the response of a member with an arbitrary cross section and various type of lateral and longitudinal reinforcement under different combinations of loading patterns in axial and bi-axial directions. On the other hand, the application can be used to examine analytical models and methods using proper experimental data.
 Keywords
reinforced concrete;cyclic behavior;force-deflection;moment-curvature;bi-axial;fiber-based, material model;computer application;windows-based;
 Language
English
 Cited by
 References
1.
American Concrete Institute 318 (2011), Building Code Requirements for Reinforced Concrete and Commentary, American Concrete Institute, Farmington Hills, Michigan.

2.
Bonet, J.L., Romero, M., Miguel, P.F. and Fernandez, M.A. (2004), "A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending", Comput. Struct., 82(2-3), 213-225. crossref(new window)

3.
Charalampakis, A.E. and Koumousis, V.K. (2008), "Ultimate strength analysis of composite sections under biaxial bending and axial load", Adv. Eng. Softw., 39(11), 923-936. crossref(new window)

4.
Codeplex. Triangle. Accessed (2014), http://triangle.codeplex.com/.

5.
Cusson, D. and Paultre, P. (1995), "Stress-strain model for confined high-strength concrete", J. Struct. Eng., 121(3), 468-477. crossref(new window)

6.
Esmaeily, A. and Xiao, Y. (2002), "Seismic behavior of bridge columns subjected to various loading ratterns", Report PEER 15/08, Pacific Earthquake Engineering Research Center, College of Engineering, University of California.

7.
Esmaeily, A. and Xiao, Y. (2005), "Behavior of reinforced concrete columns under variable axial loads: analysis", ACI Struct. J., 102(5), 736-744.

8.
Esmaeily, A. and Peterman, R.J. (2007), "Performance analysis tool for reinforced concrete members", Comput. Concrete, 4(5), 331-346. crossref(new window)

9.
Esmaeily, A. and Shirmohammadi, F. (2014), "Performance and capacity assessment of reinforced concrete bridge piers considering the current load and resistance factor design provisions and plastic hinge length in Kansas, K-TRAN: KSU-11-5.

10.
Fafitis, A. (1985), "Lateral reinforcement for high-strength concrete columns", J. ACI, 87, 213-232.

11.
Fafitis, A. (2000), "Interaction surfaces of reinforced concrete sections in biaxial bending by Green's Theorem", Comput. Civil Build. Eng., 90-97.

12.
Fujikura, S., Kawashima, K., Shoji, G., Zhang, J. and Takemura, H. (1998), "Strength and ductility of reinforced concrete bridge columns with interlocking ties and cross ties", Report No. TIT/EERG 98-9, Tokyo Institute of Technology, Tokyo, Japan.

13.
Hoshikuma, K., Kawashima, K., Nagaya, K. and Taylor, A.W. (1997), "Stress-strain model for confined reinforced concrete in bridge piers", J. Struct. Eng., 123(5), 624-633. crossref(new window)

14.
Hostani, M., Kawashima, K. and Hoshikuma, J. (1998), "A stress-strain model for concrete cylinders confined by both carbon fiber sheets", J. Concrete Eng., 39(592), 37-52.

15.
Kawashima, K., Hostani, M. and Yoneda, K. (2000), "Carbon fiber sheet retrofit of reinforced concrete bridge piers", Proceedings of the International Workshop on Annual Commemoration of Chi-Chi Earthquake, Vol. II-Technical Aspect, National Center for Research on Earthquake Engineering, Taipei, Taiwan, ROC, 124-135.

16.
Kawashima, K., Une, H. and Sakai, J. (2001), "Seismic performance of hollow reinforced concrete arch ribs subjected to cyclic lateral force under varying axial load", Report No. TIT/EERG 01-1, Tokyo Institute of Technology, Tokyo, Japan.

17.
Lam, L. and Teng, J.G. (2003), "Design-oriented stress-strain model for FRP-confined concrete", Constr. Build. Mater., 17(6-7), 471-489. crossref(new window)

18.
Lee, J.Y., Yi, C.K., Jeong, H.S., Kim, S.W. and Kim, J.K. (2009), "Compressive response of concrete confined with steel spirals and FRP composites", J. Compos. Mater., 44(4), 1-24.

19.
Mander, J.B., Priestley, M.J.N. and Park, R. (1984), "Seismic design of bridge piers", Research Report No. 84-2, University of Canterbury, New Zealand.

20.
Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. crossref(new window)

21.
Marante, M.E. and Florez-Lopez, J. (2002), "Model of damage for RC elements subjected to biaxial bending", Eng. Struct., 24, 1141-1152. crossref(new window)

22.
Mazzoni, S., McKenna, F. and Fenves, G.L. (2006), "Open system for earthquake engineering simulation user manual", Pacific Earthquake Engineering Research Center, University of California, Berkeley.

23.
Menegotto, M. and Pinto, P. (1973), "Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending", Proceedings of IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, International Association for Bridge and Strcutural Engineering, Zurich, Switzerland.

24.
Papanikolaou, V.K. (2012), "Analysis of arbitrary composite sections in biaxial bending and axial load", Comput. Struct, 98-99, 33-54. crossref(new window)

25.
Popovics, S. (1973), "A numerical approach to the complete stress-strain curve of concrete columns", Cement Concrete Res., 3(5), 583-599. crossref(new window)

26.
Prakash, V., Powell, G. and Campbell, S. (1987), "DRAIN-2DX base program description and user guide", Rep. No. UCB/SEMM-93/17, Dept. of Civil Eng., University of California, Berkeley.

27.
Priestley, M.J.N. and Park, R. (1987), "Strength and ductility of concrete bridge columns under seismic loading", ACI Struct. J., 84(1), 61-76.

28.
Richard, R.M. and Abbott, B.J. (1975), "Versatile elastic-plastic stress-strain formula", J. Eng. Mech., 101 (4), 511-515.

29.
Rodrigues, H., Arede, A., Varum, H. and Costa, A.G. (2012), "Experimental evaluation of rectangular reinforced concrete column behavior under biaxial cyclic loading", Earthq. Eng. Struct. Dy., 42(2), 239-259.

30.
Rodrigues, H., Varum, H., Arede, A. and Costa, A.G. (2013), "Behavior of reinforced concrete columns under biaxil cyclic loading-state of the art", Int. J. Adv. Struct. Eng., 5(1), 1-12. crossref(new window)

31.
Rodriguez, J.A. and Aristizabal-Ochao, J.D. (1999), "Biaxial intraction diagrams for short RC columns of any cross section", J. Struct. Eng., 125(6), 672-683. crossref(new window)

32.
Rosati, L., Marmo, F. and Serpieri, R. (2008), "Enhanced solution strategies for the ultimate strength analysis of composite steel-concrete sections subject to axial force and biaxial bending", Comput. Method. Appl. Mech. Eng., 197(9-12), 1033-1055. crossref(new window)

33.
Samaan, M., Mirmiran, A. and Shahawy, M. (1998), "Model of concrete confined by fiber composites", J. Struct. Eng., 124(9), 1025-1031. crossref(new window)

34.
Saadeghvaziri, M.A. and Foutch, D.A. (1991), "Dynamic behavior of R/C highway bridges under the combined effect of vertical and horizontal earthquake motions", J. Earthq. Eng. Struct. Dyn., 20(6), 535-549. crossref(new window)

35.
Sfakianakis, M.G. (2002), "Biaxial bending with axial force of reinforced, composite and repaired concrete sections of arbitrary shape by fiber model and computer graphics", Adv. Eng. Softw., 33(4), 227-242. crossref(new window)

36.
Shirmohammadi, F., Esmaeily, A. and Kiaeipour, Z. (2014), "Stress-strain model for circular concrete columns confined by FRP and conventional lateral reinforcement", Eng. Struct., 84, 395-405.

37.
Shirmohammadi, F. and Esmaeily, A. (2015), "Performance of reinforced concrete columns under bi-axial lateral force/displacement and axial load", Eng. Struct., 99, 63-77. crossref(new window)

38.
Shirmohammadi, F. (2015), "Effect of load pattern and history on performance of reinforced concrete columns", Diss. Kansas State University.

39.
Sousa, B.M. and Muniz, C.F.D.G. (2007), "Analytical integration of cross section properties for numerical analysis of reinforced concrete, steel and composite frames", Eng. Struct., 29(4), 618-625. crossref(new window)

40.
Thorenfeldt, E., Tomaszewicz, A. and Jensen, J.J. (1987), "Mechanical properties of high-strength concrete and application in design", Proceedings of the Symposium on Utilization of High Strength Concrete, Tapir, Trondheimr, Norway, 149-159.

41.
Yau, C.Y., Chan, S.L. and So, A.K.W. (1993), "Biaxial bending design of arbitrary shaped reinforced concrete column", ACI Struct. J., 90(3), 269-278.

42.
Yen, J.Y.R. (1991), "Quasi-newton method for reinforced concrete column analysis and design", J. Struct. Eng., 117(3), 657-666. crossref(new window)

43.
Youssef, M.N., Feng, M.Q. and Mosallam, A.S. (2007), "Stress-strain model for concrete confined by FRP composites", Compos.: Part B, 38(5-6), 614-628. crossref(new window)