Bibliography
=============


1. J. LUBLINER, "Plasticity Theory", MacMillan, New York, 1990.


2. J. LEMAITRE, J.L. CHABOCHE, "Mechanics of damage",


3. A. IBRAHIMBEGOVIC, D. MARKOVIC, F. GATUINGT, "Constitutive model of coupled damage-plasticity and its finite element implementation", Eur. J. Finite Elem., 12 (4), 2003, p. 381-405.


4. D. MARKOVIC, A. IBRAHIMBEGOVIC, "Complementary energy based FE modelling of coupled elasto-plastic and damage behavior for continuum microstructure computations", Comp. Methods Appl. Engrg., 195, 2006, p. 5077-5093.


5. D. MARKOVIC, "Multi-scale modeling of heterogeneous structures with non-linear anelastic behaviors", thesis ENS by Cachan, 2004, available on
    `http://tel.archives-ouvertes.fr/tel-00133643`_(version < http://tel.archives-ouvertes.fr/tel-00133643> pdf) and in office V015 (paper version).


6. S.Moulin. Modeling of reinforced concrete structures under seismic loading. Note HT-62/04/025/A, 12/2004.


7. S.Moulin. F. VOLDOIRE Study of a reinforced concrete beam under flexural loading. Note HT-62/05/013/A, 9/2006.


8. [:external:ref:`V6.05.106 <V6.05.106>`] SSNS106 — Damaging a flat plate under various stresses with the law of behavior GLRC_DM.


9. [:ref:`R3.07.03 <R3.07.03>`] — Plate elements DKT, DST, DKQ,, DSQ, and Q4G.


10. [:external:ref:`R7.01.31 <R7.01.31>`] — Reinforced concrete plate behavior law GLRC_DAMAGE.


11. [:external:ref:`R7.01.32 <R7.01.32>`] — Reinforced concrete plate behavior law GLRC_DM.


12. [:ref:`R5.03.03 <R5.03.03>`] — Taking into account the hypothesis of plane constraints in non-linear behaviors.


13. [:ref:`R5.03.02 <R5.03.02>`] — Integration of von Mises elasto-plastic behavior relationships.


14. [:external:ref:`R7.01.09 <R7.01.09>`] — Behaviour law ENDO_ORTH_BETON.


15. [:external:ref:`R7.01.19 <R7.01.19>`] — Modeling the creep/plasticity coupling for concrete.