Topological optimization procedure considering nonlinear material behavior for reinforced concrete designs |
Franca, Marcela Bruna Braga
(PROPEEs-Programa de Pos-Graduacao em Engenharia de Estruturas da UFMG, Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais)
Greco, Marcelo (PROPEEs-Programa de Pos-Graduacao em Engenharia de Estruturas da UFMG, Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais) Lanes, Ricardo Morais (PROPEEs-Programa de Pos-Graduacao em Engenharia de Estruturas da UFMG, Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais) Almeida, Valerio Silva (EPUSP, Departamento de Engenharia de Estruturas e Fundacao da Escola Politecnica, Universidade de Sao Paulo) |
1 | Abaqus (2010), Abaqus analysis user's manual, Version 6.10, Dassault Systemes. |
2 | Almeida, V., Simonetti, H.L. and Neto, L.O. (2013a), "Comparative analysis of strut-and-tie models using smooth evolutionary structural optimization", Eng. Struct., 56, 1665-1675. DOI |
3 | Almeida, V.S., Simonetti, H.L. and Neto, L.O. (2013b), "Truss-and-tie model analyses for concrete structures using a numerical tecnique", Revista Ibracon de Estruturas e Materials, 6(1), 139-157. DOI |
4 | ACI 318 (1995), Building Code Requeriments for Structural Concrete, American Concrete Institute, Detroit. |
5 | ACI 318(2005), Building Code Requirements for Structural Concrete and Commentary, APPENDIX A: Strut-and-Tie Models, American Concrete Institute, Detroit. |
6 | Bendsoe, M.P. and Kikuchi, N. (1988), "Generating optimal topologies in structural design using a homogenization method", Comput. Method. Appl. M., 71(2), 197-224. DOI |
7 | CSA Standard-A23.3 (2004), Design of Concrete Structures, Canadian Standards Association Ontario, Rexdale. |
8 | Chen, W.F. and Han, D.J. (1988), Plasticity for Structural Engineers, Springer-Verlag, New York, USA. |
9 | Chetchotisak, P., Teerawong, J., Yindeesuk, S. and Song, J. (2014), "New Strut-and-Tie-Models for shear strength prediction and design of RC deep beams", Comput. Concrete, 14(5), 807-831. |
10 | Cheng, T.K. and Olhoff, N. (1982), "Regularized formulation for optimal design of axisymmetric plates", Int. J. Solid. Struct., 18(2), 153-169. DOI |
11 | Eurocode 2 (2002), Design of Concrete Structures, General Rules and Rules for Buildings. |
12 | CEB - FIB (2010), Model Code for Concrete Structures, Federation Internationale du Beton, 2. |
13 | EHE (2008), Instruccion de Hormigon Estructural, Ministerio de la Presidencia. (in spanish) |
14 | Garber, D.B., Gallardo, J.M., Huaco, G.D., Samaras, V.A. and Breen, J.E. (2014), "Experimental evaluation of Strut-and-Tie Model of indeterminate deep beam", ACI Struct. J., 111(4), 873 -873. |
15 | Kmiecik, P. and Kaminski, M. (2011), "Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration", Arch. Civil Mech. Eng., 11(3), 623-636. DOI |
16 | Liang, Q.Q., Xie, Y.M. and Steven, G.P. (2000), "Topology optimization of strut-and-tie models in reinforced concrete structures using an evolutionary procedure", ACI Struct. J., 97(2), 322-330. |
17 | Kohn, R.V. and Strang, G. (1986), "Optimal-design and relaxation of variational problems", Commun. Pur Appl. Math., 39(1), 112-137. |
18 | Lanes, R.M. and Greco, M. (2013), "Application of a topological evolutionary optimization method developed through Python script", Sci. Eng. J., 22, 1-11. (in Portuguese) |
19 | Lee, J. and Fenves, G.L. (1998), "Plastic-damage model for cyclic loading of concrete structures", J. Eng. Mech., 124(8), 892-900. DOI |
20 | Liang, Q.Q., Uy, B. and Steven, G.P. (2002), "Performance-based optimization for Strut-Tie Modeling of structural concrete", J. Struct. Eng., 128(6), 815-823. DOI |
21 | Lubliner J., Oliver J., Oller, S. and Onate, E. (1989), "A plastic-damage model for concrete", Int. J. Solid. Struct., 25(3), 299-329. DOI |
22 | Najafian, H.A. and Vollum, R.L. (2013), "Design of planar reinforced concrete D regions with nonlinear finite element analysis", Eng. Struct., 51, 211-225. DOI |
23 | Olhoff, N., Bendsoe, M.P. and Rasmussen, J. (1991), "On CAD-integrated structural topology and design optimization", Comput. Meth. Appl. M., 89(1), 259-279. DOI |
24 | Rozvany, G.I.N., Olhoff, N., Cheng, K. and Taylor, J.E. (1982), "On the solid plate paradox in structural Optimization", J. Struct. Mech., 10(1), 1-32. DOI |
25 | Schafer, K. and Schlaich, J. (1991), "Design and detailing of structural concrete using strut-and-tie models", Struct. Eng., 69(6), 113-125. |
26 | Xie, Y.M. and Steven, G.P. (1993), "A simple evolutionary procedure for structural optimization", Comput. Struct., 49(5), 885-896. DOI |
27 | Schlaich, J, Schafer, K. and Jennewein, M. (1987), "Toward a consistent design of structural concrete", PCI J., 32(3), 74-150. DOI |
28 | Shah, A., Haq, E. and Khan, S. (2011), "Analysis and design of disturbed regions in concrete structures", Procedia Eng., 14, 3317-3324. DOI |
29 | Wight, J.K. and MacGregor, J.G. (2012), Reinforced Concrete Mechanics and Design, Prentice-Hall International, 3rd Edition., London, England. |
30 | Zhang, H.Z., Liu, X. and Yi, W.J. (2014), "Reinforcement layout optimization of RC d-regions", Adv. Struct. Eng., 17(7), 979-992. DOI |