Stress resultant model for ultimate load design of reinforced-concrete frames: combined axial force and bending moment |
Pham, Ba-Hung
(Ecole Normale Superieure de Cachan - Laboratoire de Mecanique et Technologie)
Davenne, Luc (Ecole Normale Superieure de Cachan - Laboratoire de Mecanique et Technologie) Brancherie, Delphine (Universite de Technologie de Compiegne) Ibrahimbegovic, Adnan (Ecole Normale Superieure de Cachan - Laboratoire de Mecanique et Technologie) |
1 | Ehrlich, D. and Armero, F. (2005), "Finite element methods for the analysis of softening plastic hinges in beam and frames", Comput. Mech., 35, 237-264. DOI ScienceOn |
2 | EURO CODE 2, Design of concrete structures - Part 1-1 : general rules and rules for buildings. |
3 | Florez-Lopez, J. (1998), "Frame analysis and continuum damage mechanics", Eur. J. Mech. - A/Solids, 17(2), 269-283. DOI ScienceOn |
4 | Ibrahimbegovic, A. and Wilson, E. (1991), "A modified method of incompatible modes", Commun. Numer. Meth. Eng., 7, 187-194. DOI ScienceOn |
5 | Ibrahimbegovic, A. (2009), Nonlinear solid mechanics - theoretical formulations and finite element solution methods, Springer, 576. |
6 | Ibrahimbegovic, A. and Brancherie, D. (2003), "Combined hardening and softening constitutive model of plasticity: precursor to shear slip line failure", Comput. Mech., 31, 88-100. DOI |
7 | Ibrahimbegovic, A. and Frey F. (1993), "Stress resultants finite element analysis of reinforced concrete plates", Eng. Comput., 15-30. |
8 | Ibrahimbegovic, A. and Frey, F. (1993), "An efficient implementation of stress resultant plasticity in analysis of reissner-mindlin plates", Int. J. Numer. Method. Eng., 36, 303-320. DOI |
9 | Jirasek, M. (1997), "Analytical and numerical solutions for frames with softening hinges", J. Eng. Mech. - ASCE, 123(1), 8-14. DOI ScienceOn |
10 | Marante, M.E. and Florez-Lopez, J. (2003), "Three-dimensional analysis of reinforced concrete frames based on lumped damage mechanics", Int. J. Solids Struct., 40, 5109-5123. DOI ScienceOn |
11 | Marante, M.E., Picon, R. and Florez-Lopez, J. (2004), "Analysis of localization in frame members with plastic hinges", Int. J. Solids Struct., 41, 3961-3975. DOI ScienceOn |
12 | Nanakorn, P. (2004), "Two-dimensional a beam-colum finite element with embedded rotational discontinuities", Comput. Struct., 82, 753-762. DOI ScienceOn |
13 | Abrams, D.P. (1987), "Influence of axial force variations on exural behavior of reinforced concrete columns", ACI Struct. J., May-June. |
14 | Anthoine, A., Guedes, J. and Pegon, P. (1997), "Non-linear behavior of reinforced concrete beams: from 3D continuum to 1D member modeling", Comput. Struct., 65(6), 949-963. DOI ScienceOn |
15 | Armero, F. and Ehrlich, D. (2006), "Numerical modeling of softening hinges in thin euler-bernoulli beams", Comput. Struct., 84, 641-656. DOI ScienceOn |
16 | Asferg, J.L., Poulsen, P.N. and Nielsen, L.O. (2007), "A direct XFEM formulation for modeling of cohesive crack growth in concrete", Comput. Concrete, 4(2), 83-100. DOI |
17 | Cipollina, A., Lopez-Inojosa, A. and Florez-Lopez, J. (1995), "A simplified damage mechanics approach to nonlinear analysis of frames", Comput. Struct., 54, 1113-1126. DOI ScienceOn |
18 | Dufour, F., Pijaudier-Cabot, G., Choinska, M. and Huerta, A. (2008), "Extraction of a crack opening from a continuous approach using regularized damage models", Comput. Concrete, 5(4), 375-388. DOI |
19 | Rajasankar, F.J., Nagesh, R.I. and Meher, A. (2009), "Prasad Modelling inelastic hinges using CDM for non linear analysis of reinforced concrete frame structures", Comput. Concrete, 6(4), 319-341. DOI |
20 | Pham, B.H. (2009), Stress resultant model for optimal design of reinforced concrete frames, PhD Thesis, Ecole Normale Superieure de Cachan, France. |
21 | Vecchio, F.J. and Emara, M.B. (1992), "Shear deformations in reinforced concrete frames", ACI Struct. J., 89(1), 46-56. |
22 | Zingales, M. and Elishako, I. (2000), "Localization of the bending response in presence of axial load", Int. J. Solids Struct. 37, 6739-6753. DOI ScienceOn |