1 |
Menetrey, P. and Willam, K.J. (1995) "Triaxial failure criterion for concrete and its generalization", ACI Struct. J., 92(3), 311-318.
|
2 |
Model Code 1990 (1993), Final draft, fib, Bulletin no. 213/214.
|
3 |
Model Code 2010 (2012), Final draft, fib, Bulletin no. 65 and 66, 1-2.
|
4 |
Planas, J., Guinea, G.V. and Elices, M. (1999), "Size effect and inverse analysis in concrete fracture", Int. J. Fract., 95, 367-378.
DOI
|
5 |
Shah, S.P. (1990), "Size-effect method for determining fracture energy and process zone size of concrete", Mater. Struct., 23(6), 461-465.
DOI
|
6 |
Strauss, A., Zimmermann, T., Lehky, D., Novak, D. and Kersner, Z. (2014), "Stochastic fracture-mechanical parameters for the performance-based design of concrete structures", Struct. Concrete, 15(3), 380-394.
DOI
|
7 |
Sucharda, O. and Brozovsky, J. (2011), "Models for reinforcement in final finite element analysis of structures", Tran. VSB-Tech. Univ. Ostrava, Civil Eng. Ser., 11(2), 1804-4824.
|
8 |
Lehky, D., Kersner, Z. and Novak, D. (2013), "FraMePID-3PB software for material parameter dentification using fracture tests and inverse analysis", Adv. Eng. Softw., 72, 147-154.
|
9 |
Sucharda, O. and Brozovsky, J. (2013), "Bearing capacity analysis of reinforced concrete beams", Int. J. Mech., 7(3), 192-200.
|
10 |
Sucharda, O., Pajak, M., Ponikiewski, T. and Konecny, P. (2017) "Identification of mechanical and fracture properties of selfcompacting concrete beams with different types of steel fibres using inverse analysis", Constr. Build. Mater., 138, 263-275.
DOI
|
11 |
Vecchio, F.J. (2000), "Disturbed stress field model for reinforced concrete: Formulation", J. Struct. Eng., 126(9), 1070-1077.
DOI
|
12 |
Vecchio, F.J. and Collins, M.P. (1986), "The modified compression field theory for reinforced concrete elements subjected to shear", J. Am. Concrete Inst., 83(2), 219-231.
|
13 |
Vecchio, F.J. and Shim, W. (2004), "Experimental and analytical reexamination of classic concrete beam tests", J. Struct. Eng., 130(3), 460-469.
DOI
|
14 |
Vesely, V., Sobek, J., Malikova, L., Frantik, P. and Seitl, S. (2013), "Multi-parameter crack tip stress state description for estimation of fracture process zone extent in silicate composite WST specimens", Frattura ed Integrita Strutturale, 25, 69-78.
|
15 |
Vos, E. (1983), "Influence of loading rate and radial pressure on bond in reinforced concrete", Ph.D. Dissertation, Delft University, 219-220.
|
16 |
Willam, K. and Tanabe, T. (2001), "Finite element analysis of reinforced concrete structures", ACI Special Publication, No. SP-205, 399.
|
17 |
Yu, T., Teng, J.G., Wong, Y.L. and Dong, S.L. (2010), "Correspondence address finite element modelling of confined concrete-I: Drucker-Prager type plasticity model", Eng. Struct., 32(3), 665-679.
DOI
|
18 |
ASCE (1982), Finite Element Analysis of Reinforced Concrete, State of the Art Rep. No., 545.
|
19 |
Barzegar, F. (1988), "Layering of RC membrane and plate elements in nonlinear analysis", J. Struct. Div., 114(11), 2474-2492.
DOI
|
20 |
Bazant, Z. and Planas, J. (1998), Fracture and Size Effect in Concrete and Other Quasibrittle Materials, CRC Press Boca Raton, FL.
|
21 |
Filippou, F.C. (1986), "A simple model for reinforcing bar anchorages under cyclic excitations", J. Struct. Eng., ASCE, 112(7), 1639-1659.
DOI
|
22 |
Bazant, Z.P., Caner, F.C., Carol, I., Adley, M.D. and Akers, S.A. (2000), "Microplane model M4 for concrete: I. formulation with work-conjugate deviatoric stress", J. Eng. Mech., ASCE, 126(9), 944-961.
DOI
|
23 |
Bresler, B. and Scordelis, A.C. (1963), "Shear strength of reinforced concrete beams", J. Am. Concrete Inst., 60(1), 51-72.
|
24 |
Cervenka, J. and Papanikolaou, V.K. (2008), "Three dimensional combined fracture-plastic material model for concrete", Int. J. Plast., 24(12), 2192-2220.
DOI
|
25 |
Cervenka, V., Jendele, L. and Cervenka, J. (2007), ATENA Program Documentation-Part 1: Theory, Praha, Czech Republic.
|
26 |
Chen, W.F. (1982), Plasticity in Reinforced Concrete, New York, Graw Hill.
|
27 |
Gamino, A.L., Manzoli, O.L., de Oliveira e Sousa, J.L. and Bittencourt, T.N. (2010), "2D evaluation of crack openings using smeared and embedded crack models", Comput. Concrete, 7(6), 483-496.
DOI
|
28 |
ISO 2394 (1998), General Principles on Reliability for Structures, ISO.
|
29 |
JCSS (2016), Probabilistic Model Code, JCSS Working Material, http://www.jcss.ethz.ch/.
|
30 |
Kwak, H.G. (1990), "Material nonlinear finite element analysis and optimal design of reinforced concrete structures", Ph.D. Dissertation. Department of Civil Engineering, KAIST, Korea.
|
31 |
Kwak, H.G. and Filippou, F.C. (1995), "New reinforcing steel model with bond-slip", Struct. Eng. Mech., 3(4), 299-312.
DOI
|
32 |
Kwak, H.G. and Filippou F.C. (1990), "Finite element analysis of reinforced concrete structures under monotonic loads", Report No. UCB/SEMM-90/14, Berkeley, California.
|
33 |
Lu, W.Y., Hsiao, H.T., Chen, C.L. Huang, S.M. and Lin, M.C. (2015), "Tests of reinforced concrete deep beams", Comput. Concrete, 15(3), 357-372.
DOI
|