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Welcome to the HAL collection
of SMS-ID Laboratory -
Soils-Materials-Structures Integrity and Sustainability


The SMS-ID laboratory (Soils-Materials-Structures Integrity and Sustainability) was a research team (EA 4126) under the supervision of INSA Lyon.

The laboratory, located on the Lyon-tech la Doua campus in Villeurbanne, brought together civil engineering faculty and more specifically the mechanics of structures, materials and geomechanics.


Since 1 January 2018, the laboratory is called GEOMAS.


Last publications


Equivalent plastic deviatory strain Grain breakage Heterogeneous asynchronous time integrator Eurocode 2 Engineering challenges FEM/SEM co-simulation CISAILLEMENT Analyse des structures 3D modelling Slab Finite difference method Charge mobile Anisotropy Coarse granular media Dry joints CFRP Cohesive bonds Fitting of the elastic coefficients EXPERIMENTATION Code coupling methods Impact Concrete Interface Formation/resorption processes Reflection Finite-element analysis Couches composites Dispersion Planar harmonic waves Artificial bio-resorbable material Electrical resistivity tomography Concrete slab Earth mortar Dynamique des poutres Brick Hard X-ray photoemission Enriched continua Elasticity Fresh Wood CHARGE LOCALISEE Composite coats Finite element Endommagement Continuum mixture model Explicit time integrator Band-gap phenomena Experiments Tension Dynamic beams Experiments Differential Seismic Excitation Free swell index FEM Discrete Element Modelling Concentrated load Shear Haiti Domain decomposition Centrale nucléaire Finite element modeling Elastic wave Explicit Damage BENTONITE Generalized continua Finite Element Model Band gaps DALLE Earthquakes Size effects Bio-mechanics Concrete damaged plasticity Micromorphic elasticity Dalle béton armé Wave propagation Dynamic problems BETON ARME Axial forces Complete band-gaps Experiment Buried interface Bioengineering Transmission Discrete element method Relaxed micromorphic model Finite element model Hysteresis behavior Fluid–structure interaction Generalized continuum models Cisaillement Gradient micro-inertia Hybrid Asynchronous ARGILE Contact Effective properties Bone tissue CHARGE Free micro-inertia Band-gaps Background analysis Dynamic problem








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