Personnels

Stéphane GRANGE

04 72 43 82 85
Position : Professeur des Universités (PU)
  • Directeur du laboratoire GEOMAS
  • Ancien directeur des études du département GCU de l'INSA Lyon et ancien responsable du Master 1 GCI de l'Université de Grenoble-Alpes
  • Biographie : Doctorat en 2008, Maitre de conférences à l’Université de Grenoble-Alpes entre 2009 et 2016, HDR de l'Université Grenoble-Alpes en 2015, Professeur des Universités à l’INSA de Lyon depuis 2016
  • Thématique(s) de recherche : Génie parasismique, Modélisation par éléments finis des structures de génie civil en dynamique, Interactions sol-structure, développement du code éléments finis ALT4S (A Tool and Language for Simplified Structural Solution Strategy) pour le développement de lois de comportement d'éléments enrichis pour le Génie Parasismique.
  • Mots clés : Eléments finis, enrichissement d’éléments, loi de comportement pour le béton, dynamique des structures.
  • Enseignement(s) : Structure (poutres, plaques), Modélisation avancée des structures, Méthode des éléments finis,...
  • Publication(s) : (plus de 35 publications internationales dont:)
  1. R-1 Grange S., Bertrand D., Heterogeneous and asynchronous time-schemes implicit coupling using a primal approach based on velocity continuity at the sub- domains interface (accepted), FINEL, 2021
  2. R-2 Langlade T., Bertrand D., Grange S., Candia G., De la Llera JC., Modelling of earthquake- induced pounding between adjacent structures with a non-smooth contact dynamics method, Engineering and Structures, 2021
  3. R-3 Capdevielle S., Grange S., Dufour F., Desprez C., A shear warping kinematic enhancement for fiber beam elements with a damaging cross-section, Finite elements in Analysis and Design, 2021
  4. R-4 Bertrand D., Grange S., Bourrier F., Langlade T., Nonlinear dynamic simulation of cable basedstructures interacting with sliding objects using the concept of macro element, International Jour-nal of Solids and Structures, vol : 214-215, p :45 - 60, 2021, issn :0020-7683, doi :ttps ://doi.org/10.1016/j.ijsolstr.202 url : http ://www.sciencedirect.com/science/article/pii/S0020768321000044,
  5. R-5 AttalR.,GrangeS.,BarothJ,DahmaniA,Mechanical-probabilisticformulationofthesoil?struc- ture interaction, accounting for the average shear wave velocity, International Journal for Numeri- cal and Analytical Methods in Geomechanics, 45, 2, 176-190, https ://doi.org/10.1002/nag.3138, 2021
  6. R-6 Jaafari,C.,BertrandD.,GuillotT.,PrudhommeE.,TardifN.,GeorginJF.,DelhommeF.,Trunfio R., Chateur N., Bruyere E., Augeard E., Baillet L., Gueguen P., Grange S., Effect of early age drying shrinkage on the seismic response of RC structures, Materials and Structures (2020)53 :133 https ://doi.org/10.1617/s11527-020-01552-2
  7. R-7 Bertrand D., Tardif N., Bourrier F., Barr ́e JB, Grange S.. A novel identification method for obtaining bending moment–curvature relations of wood stems based on digital image correlation and SDOF analysis. European Journal of Environmental and Civil Engineering, Taylor & Francis, In press, 10.1080/19648189.2019.1602567. hal-02094497, 2019
  8. R-8 (WoS) Bitar I., Benkemoun N., Kotronis P., Grange S., A multifiber Timoshenko beam with embedded discontinuities, Engineering Fracture Mechanics, Volume 214, 2019, Pages 339-364, ISSN 0013-7944, https ://doi.org/10.1016/j.engfracmech.2019.03.032.
  9. R-9 (WoS) Bitar I., Kotronis P. , Benkemoun N., Grange S., A generalized Timoshenko beam with embedded rotation discontinuity, Finite Elements in Analysis and Design, Volume 150, 2018, Pages 34-50, ISSN 0168-874X, https ://doi.org/10.1016/j.finel.2018.07.002.
  10. R-10 Fritsch E., Sieffert Y., Algusab H., Grange S., Garnier P., Daudeville L., Numerical analysis on seismic resistance of a two- story timber-framed structure with stone and earth infill, International Journal of Architectural Heritage, 2018, DOI : 10.1080/15583058.2018.1479804
  11. R-11 (WoS) Mazars J., Grange S., Briffaut M., Simplified modeling strategy for the thermomecha- nical analysis of massive reinforced structures at an early age, Applied Science, MDPI, 2018, doi :10.3390/app8030448
  12. R-12 Khoder N., Grange S., Sieffert Y., Enhancement of a 2D multifiber beam element in the case of reinforced concrete structures for taking into account the lateral confinement of concrete due to stirrups, European Journal of Environmental and Civil Engineering, 2018,https ://doi.org/10.1080/19648189.2018.1446364
  13. R-13 Ghannoum M., Imtiaz A., Grange S., Causse M., Cornou C., Baroth J., 2018, Behaviour of a 2D reinforced concrete frame structure under differential seismic excitation, Behaviour of a 2D reinforced concrete frame structure under differential seismic excitation, Journal of Earthquake Engineering, DOI : 10.1080/13632469.2018.1453398
  14. R-14 (WoS) Koufoudi E, Cornou C, Grange S., Dufour F,Imtiaz A, Quantification of the amplitude variability of the groundmotion in Argostoli, Greece. Variability of linear and non-linear structural response of a single degree of freedom system, Bull Earthquake Eng, https ://doi.org/10.1007/s10518- 018-0313-0, January 2018
  15. R-15 (WoS) Vieux-Champagne F., Sieffert Y., Grange S., Belinga Nko’o C., Bertrand E., Duccini J.C., Faye C., and Daudeville L., Experimental analysis of a shake table test of a timber-framed structures with stone and earth infill, doi : 10.1193/010516EQS002M, Earthquake Spectra, Posted online on February 2017.
  16. R-16 (WoS) Mazars J., Grange S., Simplified strategies based on damage mechanics for concrete under dynamic loading. Philosophical Transactions A, Royal Society. A 375 : 20160170.http ://dx.doi.org/10.1098/rsta.2016.0170, 2017
  17. R-17 (WoS) Berge Thierry C., Svay A.,Laurendeau A., Chartier T., Perron V., Guyonnet-Benaize C., Kishta E., Cottereau R., Lopez-Caballero F., Hollender F., Richard B., Ragueneau F., Vol- doire F., Banci F., Zentner I., Moussallam N., Lancieri M., Bard P.Y., Grange S., Erlicher S., Kotronis P., Le A., Nicolas M., Regnier J., Bonilla L.F, Nikolaos T., Toward an integrated seismic risk assessment for nuclear safety improving current French methodologies through the SINAPS@ research project, Nuclear Engineering and Design, Elsevier, 2017, 323 (1), pp.185-201. 10.1016/j.nucengdes.2016.07.004
  18. R-18 (WoS) Bitar I., Grange S., Kotronis P., Benkemoun N., A comparison of displacement ba- sed Timoshenko multi-fiber beams, finite element formulations and elasto-plastic applications, European Journal of Environmental and Civil Engineering, Pages 464-490, volume 22, 2016, https ://doi.org/10.1080/19648189.2016.1210031
  19. R-19 (WoS) Sieffert Y., Vieux-Champagne F., Grange S., Garnier P., Duccini J.C., Daudeville L., Full-field measurement with a digital image correlation analysis of a shake table test on a timber- framed structure filled with stones and earth, Engineering Structures 123 (2016) 451–472,http ://dx.doi.org/10.1016/j.engstruct.2016.06.009
  20. R-20 (WoS) Mazars J., Grange S. Modeling of reinforced concrete structural members for engineering purposes, Computers and Concrete, Vol. 16, No. 5 (2015) 683-701 DOI : http ://dx.doi.org/10.12989/ cac.2015.16.5.683
  21. R-21 (WoS) Capdevielle S., Grange S., Dufour F., Desprez C. A multifiber beam model coupling tor- sional warping and damage for reinforced concrete structures, European Journal of Environmental and Civil Engineering, accepted 2015, DOI : 10.1080/19648189.2015.1084384
  22. R-22 (WoS) Koufoudi E., Ktenidou OJ., Cotton F., Dufour F., Grange S., Empirical Ground-Motion Models adapted to the intensity measure ASA 40, Bulletin of Earthquake Engineering, Springer Netherlands, pp.1–19, doi :10.1007/s10518-015-9797-z, 2015
  23. R-23 (WoS) De Biasio M., Grange S., Dufour F., Allain F., Petre-Lazar I. Intensity measures for pro- babilistic assessment of non-structural components acceleration demand, Earthquake Engineering and Structural Dynamics, vol : 44, n◦13, pp.2261–2280, 2015, DOI : 10.1002/eqe.2582
  24. R-24 (WoS) Mazars J., Hamon F., Grange S. A new 3D concrete damage model under monotonic, cyclic and dynamic loadings, Material and Structures, 2014,DOI 10.1617/s11527-014-0439-8
  25. R-25 (WoS) De Biasio M., Grange S., Dufour F., Allain F., Petre-Lazar I. A Simple and Efficient Intensity Measure accounting for Non-linear Behavior of Structures, Earthquake Spectra, vol : 30, n◦4, pp1403–1426, doi = 10.1193/010614EQS006M, 2014
  26. R-26 (WoS) Grange S. An integration procedure based on multi-surface plasticity for plane stress plasticity : Theoretical formulation and application, Int. J. Numer. Meth. Engng, 2014, DOI : 10.1002/nme.4638
  27. R-27 (WoS) Vieux-Champagne F., Sieffert Y., Grange S., Polastri A., Ceccotti A., Daudeville L. Experimental analysis of seismic resistance of timber-framed structures with stones and earth infill, Engineering Structures, 2014, 69 :102–115,DOI :10.1016/j.engstruct.2014.02.020
  28. R-28 (WoS) Mazars J., Grange S., Desprez C., Seismic risk Structural response of constructions, European Journal of Environmental and Civil Engineering Vol : 15 Special Issue : SI Pages : 223-246 DOI : 1 https ://doi.org/10.1080/19648189.2011.9695309 .223-246 Published : 2011
  29. R-29 (WoS) Grange S., Botrugno L., Kotronis P., Tamagnini C. The effects of Soil-Structure Inter- action on a reinforced concrete viaduct. Earthquake Engineering and Structural Dynamics, Vol. 40, n◦1, pp.93-105, 2011, DOI : 10.1002/eqe.1034
  30. R-30 (WoS) Kotronis P., Grange S. (WoS) Simplified modelling strategies for reinforced concrete structures. European Journal of Environmental and Civil Engineering, Vol. 14, n◦ 6-7, pp. 823- 838, 2010,http ://dx.doi.org/10.3166/EJECE.14.823-838
  31. R-31 (WoS) Grange S., Kotronis P., Mazars J. A macro-element to simulate dynamic Soil-Structure Interaction. Engineering Structures, vol. 31 (2009) 3034-3046, doi :10.1016/j.engstruct.2009.08.007
  32. R-32 (WoS) Grange S., Kotronis P., Mazars J. A macro-element to simulate 3D soil-structure in- teraction considering plasticity and uplift. International Journal of Solids and Structures, vol. 46 (2009) 3651-3663, doi :10.1016/j.ijsolstr.2009.06.015
  33. R-33 (WoS) Grange S., Kotronis P., Mazars J. A macro-element for a shallow foundation to simulate Soil-Structure Interaction considering uplift. Acad. Sc. Comptes rendus - Mecanique 336 (2008), pp. 856-862, http ://dx.doi.org/10.1016/j.crme.2008.10.002
  34. R-34 (WoS) Grange S., Kotronis P., Mazars J. Numerical modelling of the seismic behaviour of a 7-story building : NEES benchmark. Materials and Structures, 2008, vol. 42, n◦10, p. 1433-1442, 2009 DOI 10.1617/s11527-008-9462-y
  35. R-35 (WoS) Grange S., Kotronis P., Mazars J. A macro-element for a circular foundation to simulate 3D soil-structure interaction. International Journal for Numerical and Analytical Methods in Geomechanics, vol. 32, issue 10, pp. 1205-1227, 2008.