Finite-Element Analysis of a Composite Frame under Large Lateral Cyclic Loading
Publication: Journal of Structural Engineering
Volume 133, Issue 7
Abstract
This paper presents finite-element (FE) modeling and nonlinear analysis of steel-concrete composite frames subjected to very large cyclic loading. A three-dimensional FE model is developed to carry out the nonlinear analysis. Modeling details of the steel frame, the reinforced concrete (RC) slab, the interactions between the RC slab and the frame beams, and the associated constitutive relationships for cyclic loading are presented. A composite frame previously tested by the writers is analyzed using the proposed FE model. Good correlation is observed between the experimental and analytical hysteresis curves up to rotation amplitude of . One of the notable observations during the loading to large rotations is the fracture at steel beam ends. To simulate such behavior, a simplified fractured steel connection model is introduced. The proposed nonlinear model is found to be capable of capturing the fracture behavior of beam ends to an acceptable accuracy.
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Acknowledgments
The research was sponsored by the Japanese Society for the Promotion of Science (Basic Research Category S: 14102018). The third writer was the principal investigator of this project, and writers are grateful for the support. The second writer was a visiting professor at Kyoto University during the time of this study, and appreciates the generous support from Kyoto University.
References
ABAQUS. (2006). User’s manual, version 6.6, ABAQUS, Inc., Providence, R.I.
ANSYS. (2005). User’s manual, version 10.0, ANSYS, Inc., Canonsburg, Pa.
Ayoub, A., and Filippou, F. C. (2000). “Mixed formulation of nonlinear steel–concrete composite beam element.” J. Struct. Eng., 126(3), 371–381.
Baskar, K., Shanmugam, N. E., and Thevendran, V. (2002). “Finite-element analysis of steel–concrete composite plate girder.” J. Struct. Eng., 128(9), 1158–1168.
Bazant, Z., and Oh, B. (1983). “Crack band theory for fracture of concrete.” Mater. Struct., 16(3), 155–177.
Besseling, J. F. (1958). “A theory of elastic, plastic, and creep deformations of an initially isotropic material showing anisotropic strain-hardening, creep recovery and secondary creep.” J. Appl. Mech., 25, 529–536.
Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP). (1993). CEB-FIB model code 1990, design code, Thomas Telford, London.
DIANA. (2006). Finite-element analysis user’s manual, Release 9.2, TNO Building and Construction Research, The Netherlands.
Federal Emergency Management Agency (FEMA). (2000a). “Recommended seismic design criteria for new steel moment-frame buildings.” Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000b). “NEHRP recommended provisions for seismic regulations for new buildings and structures.” Washington, D.C.
Gross, J. L. (1998). “A connection model for the seismic analysis of welded steel moment frames.” Eng. Struct., 20(4–6), 390–397.
Hordijk, D. A. (1991). “Local approach to fatigue of concrete.” Ph.D. thesis, Delft Univ. of Technology, Delft, The Netherlands.
Jones, S. L., Fry, G. T., and Engelhardt, M. D. (2002). “Experimental evaluation of cyclically loaded reduced beam section moment connections.” J. Struct. Eng., 128(4), 441–451.
Luco, N., and Cornell, C. A. (2000). “Effects of connection fractures on SMRF seismic drift demands.” J. Struct. Eng., 126(1), 127–136.
MARC. (2006). User’s manual, version 2005r3, MSC Corporation, Santa Ana, Calif.
Midorikawa, M., Okawa, I., Iiba, M., and Teshigawara, M. (2003). “Performance-based seismic design code in Japan.” Earthquake Eng. Eng. Seismology, 4(1), 12–25.
Ministry of Land, Infrastructure, and Transport (2000). “Technical standard for structural calculation of response and limit strength of buildings.” Notification No. 1457-2000, Tokyo (in Japanese).
Mosalam, K. M., and Mosallam, A. (2001). “Nonlinear transient analysis of reinforced concrete slabs subjected to blast loading and retrofitted with CFRP composites.” Composites, Part B, 32, 623–636.
Naito, C., Moehle, J., and Mosalam, K. M. (2001). “Experimental and computational evaluation of reinforced concrete bridge beam-column connections for seismic performance.” PEER Technical Rep. No. 2001/08, Berkeley, Calif.
Nakashima, M., Matsumiya, T., Suita, K., and Liu, D. (2006). “Test on full-scale three-story steel moment frames and assessment of numerical analysis to trace inelastic cyclic behavior.” Earthquake Eng. Struct. Dyn., 35(1), 3–19.
Nakashima, M., Matsumiya, T., Suita, K., and Zhou, F. (2007). “Full-scale test of composite frame under large cyclic loading.” J. Struct. Eng., 133(2), 297–304.
Oehlers, D. J., and Johnson, R. P. (1987). “The strength of stud shear connections in composite beams.” Struct. Eng., 65B(2), 44–48.
Rots, J. G. (1988). “Computational modeling of concrete fracture.” Ph.D. dissertation, Delft Univ. of Technology, Delft, The Netherlands.
Salari, M. R., Spacone, E., Shing, P. B., and Frangopol, D. (1998). “Nonlinear analysis of composite beams with deformable shear connectors.” J. Struct. Eng., 124(10), 1148–1158.
Sebastian, W., and McConnel, R. E. (2000). “Nonlinear FE analysis of steel-concrete composite structures.” J. Struct. Eng., 126(6), 662–674.
Selby, R. G., and Vecchio, F. J. (1997). “Three-dimensional constitutive relations for reinforced concrete.” Can. J. Civ. Eng., 24, 460–470.
Spacone, E., and El-Tawil, S. (2004). “Nonlinear analysis of steel-concrete composite structures: State of the art.” J. Struct. Eng., 130(2), 159–168.
Structural Engineers Association of California (SEAOC). (1995). “Performance-based seismic engineering of buildings.” Vision 2000 Committee, Sacramento Calif.
Vecchio, F. J., and Collins, M. P. (1993). “Compression response of cracked reinforced concrete.” J. Struct. Eng., 119(12), 3590–3610.
Zhang, X. F., Ricles, J. M., Lu, L. W., and Fisher, J. W. (2004). “Analytical and experimental studies on seismic behavior of deep column-to-beam welded reduced beam section moment connections.” Proc., 13th WCEE, Vancouver, B.C., Canada.
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© 2007 ASCE.
History
Received: Apr 26, 2006
Accepted: Dec 27, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007
Notes
Note. Associate Editor: Benjamin W. Schafer
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