2. Laws of behavior#

2.1. Discreet elements and beams#

2.2. Thermo-elasticity#

2.3. Incremental elastoplasticity#

Thomas Helfer, Jean-Michel Proix, Olivier Fandeur. Implementation of laws of mechanical behavior using MFront: simplicity, efficiency, robustness and portability. 12th National Symposium on Structural Calculation, May 2015, Giens, France.

2.4. Elastoviscoplasticity under irradiation#

2.5. Behaviour of polycrystalline metals#

2.6. Geo-materials and porous media#

Ioanna Rapti, Arezou Modaressi-Farahmand Razavi, Alexandre Foucault, Fernando Lopez-Caballero, Francois Voldoire. Coupled S-P wave propagation in nonlinear regulated micromorphic media. Computers and Geotechnics, Elsevier, 2016, 2016, 77 (1), pp.106-114.

Rita Riedlbeck, Daniele Di Pietro, Alexandre Ern, Alexandre Ern, Sylvie Granet, Kyrylo Kazymyrenko. Stress and flux reconstruction in Biot’s poro-elasticity problem with application to a posteriori error analysis. Computers and Mathematics with Applications, Elsevier, 2017, 2017, 73 (7), pp.1593-1610.

Ioanna Rapti, Fernando Lopez-Caballero, Arezou Modaressi-Farahmand Razavi, Alexandre Foucault, François Voldoire. Liquefaction analysis and damage evaluation of embankment-type structures. Acta Geotechnica, Springer Verlag, 13 February 2018, 13 February 2018, DOI 10.1007/s11440-018-0631-z.

2.7. Behaviour of concrete#

  1. Badel, V. Godard, J.-B. Leblond, Application of some anisotropic damage model to the prediction of the failure of some complex industrial concrete structure, International Journal of Solids and Structures, Vol.44, Issues 18-19, pp.5848-5874, 2007.

2.8. Behaviour of reinforced concrete#

  1. Markovic, P. Koechlin, F. Voldoire. Reinforced concrete structures under extreme loading: Stress resulting from Global Reinforced Concrete Models (GLRC). CompDyn, Rethymno, Crete, Greece, 13—16 June 2007.

Ch.Combescure, H. Dumontet, F. Voldoire. Dissipative Homogenised Reinforced Concrete (DHRC) constitutive model dedicated to reinforced concrete plates under seismic loading. International Journal of Solids and Structures, Volume 73—74, November 2015, Pages 78—98. `https://hal.inria.fr/hal-01634203`_ < https://hal.inria.fr/hal-01634203>. DOI: 10.1016/j.ijsolstr.2015.07.007.

2.9. Behaviour of reinforcements in reinforced concrete structures#

2.10. Damaging#

  1. Badel, V. Godard, J.-B. Leblond, Application of some anisotropic damage model to the prediction of the failure of some complex industrial concrete structure, International Journal of Solids and Structures, Vol.44, Issues 18-19, pp.5848-5874, 2007.

  1. Lorentz, V. Godard, Gradient damage models: toward full-scale computations, Comput. Meth. Call. Mech. Engrg. 200, pp. 1927-1944, 2011.

2.11. Metallurgical models#

  1. Waeckel, P. Dupas, S. Andrieux. A Thermo-Metallurgical Model for Steel Cooling Behaviour: Proposal,

Validation and Comparison with the Sysweld’s Model. Journal of Physics IV, Volume 6, January 1996.

2.12. Viscoelasticity#

2.13. Elastoviscoplasticity of metals#

  1. Lorentz, J. Besson, V. Cano, Numerical simulation of ductile fracture: an efficient and robust implementation of the Rousselier constitutive law, Computer Methods in Applied Mechanics and Engineering, 197, 197, pp. 1965-1982, 2008.

Zhang Y, Lorentz E, Besson J. Ductile damage modelling with locking‐free regularised GTN model. Int J Numer Methods Eng., Vol. 113, pp.1871—1903, 2013. https://doi.org/10.1002/nme.5722

2.14. Cohesive and joint laws#

  1. Lorentz, S. Cuvilliez, K. Kazymyrenko, K., Kazymyrenko, Convergence of a gradient damage model toward a cohesive zone model, CR Mécanique 339, pp. 20-26, 2011.

  1. Lorentz, S. Cuvilliez, K. Kazymyrenko, K. Kazymyrenko, Modelling large crack propagation: from gradient damage to cohesive zone models, Int. J. Fracture, Vol. 178, No. 1-2, No. 1-2, pp. 85-95, 2012.

  1. Debruyne, J. Laverne, P.-E. Dumouchel, Dynamic crack growth: analytical and numerical CZM approaches from basic tests to industrial structures, Engineering Fracture Mechanics, Vol. 90, pp. 1-29, 2012.

  1. Cuvilliez, F. Feyel, E. Lorentz, E. Lorentz, S., S. Michel-Ponnelle, S. Michel-Ponnelle, A Finite Element Approach Coupling a Continuous Gradient Damage Model and a Cohesive Zone Model within the Framework of Quasi-Brittle Failure, CMAME,,, Vol. 237-240, Vol. 237-240, pp. 244-259, 2012.