Publications

2000

• Evaluation of fatigue-ratcheting damage of a pressurized elbow undergoing damage seismic inputs
  
  • Dang Van Ky
  • Moumni Ziad
  Nuclear Engineering and Design, Elsevier, 2000, 176, pp.41-50. We present a simplified method to calculate the plastic ratchet of elbow-shaped pipes submitted to seismic loading and an internal pressure. This method is simplified in the sense that the value of the ratchet is obtained without the use of finite element method (FEM) calculations. Here we derive a formula and use it to evaluate the fatigue-ratcheting damage of an elbow. This approach is applicable to complex plastic response appropriately described by non-linear kinematics hardening, which is more realistic for stainless steel such as 316-L. (10.1016/S0029-5493(99)00229-0)
  DOI : 10.1016/S0029-5493(99)00229-0
• A Concept for Earthquake-Resistant Design of Underground Structures: Stress Response Spectrum
  
  • Kurose Ayumi
  • Bérest Pierre
  , 2000, pp.1043-1049. This paper introduces a method to evaluate the mechanical effects induced in the cross-section of an underground structure, constructed in a medium of great thickness, under earthquake ground motion. Damage observations after large earthquakes (e.g., Kobe, 1995) have shown the cross-sectional vulnerability of underground structures at shallow or great depth. Present earthquake-resistant design standards only suggest calculation methods for structures constructed in a soil laying over a rigid basement and cannot be applied to a structure constructed in a medium of great thickness, such as a tunnel, an underground hydrocarbon storage facility or a nuclear-waste disposal site. Thus, development of a systematic method to evaluate the seismic effects induced in the cross-section of a structure in an unbounded medium is of interest. The approach proposed here is conceptually similar to that used for earthquake response analysis of buildings: using a simple but realistic model of an underground linear structure (a 2D cavity with circular cross-section in an infinite, elastic, linear, homogeneous and isotropic medium) and real earthquake records, we propose a response spectrum more suitable, than the usual velocity or acceleration response spectrum, for analyzing the structural stability of underground construction during earthquakes: the Stress Response Spectrum (SRS), which is defined as the maximum value of the maximum shear stress at the cavity wall during the duration of ground motion. The SRS values are computed by using 21 earthquake motions (provided by the Japan Meteorological Agency) of magnitude higher than 4, which were recorded by the Japan Nuclear Cycle Research Institute (JNC) in a 315-meter deep gallery excavated in an a granodioritic rock mass at the Kamaishi Mine in Iwate, Japan. In light of the numerical analysis, the SRS appears to be a potential tool for the earthquake-response analysis of underground structures. The Stress Response Spectrum will provide engineers with the order of magnitude of mechanical effects in an underground structure for a given earthquake motion; conversely, for a given target SRS, may assist in producing a design earthquake more suitable for analysis of deep underground structures than those currently available.
• Computational and experimental investigations of the local strain field in elastoplastic two-phase materials
  
  • Doumalin Pascal
  • Bornert Michel
  • Soppa Ewa
  , 2000, pp.323-328.
• Dissipation intrinsèque d'un matériau sableux
  
  • Luong M. P.
  , 2000, pp.127-132. No abstract provided
• Simulation expérimentale du risque en génie civil
  
  • Luong M. P.
  , 2000, pp.77-106. No abstract provided
• Micromechanical applications of digital image correlation techniques
  
  • Doumalin P.
  • Bornert Michel
  , 2000, pp.67-74. No abstract provided
• Thermodynamical description of moving discontinuities : application to fracture and wear
  
  • Stolz C.
  , 2000, pp.1463-1468. No abstract provided
• Solid-fluid phase transformation within grain boundaries
  
  • Leroy Yves M
  • Ghoussoub Joumana
  , 2000. The overall compaction of porous rocks due to intergranular pressure solution (IPS) results from the dissolution of minerals within contact regions and the diffusive transport through the grain boundary of the dissolved species towards the fluid-filled pore space. The grain boundary structure can be imagined to be composed of dry contact zones, thin fluid films and fluid-filled cavities. The connectiveness and tortuosity of this structure determine the effective diffusivity of grain contacts and thus the potential of porous rock to compact by the action of IPS. The evolution in time of the grain-boundary structure, and thus of the effective diffusivity, is discussed here with the help of two 2D initial- and boundary-value problems which are solved by analytical and numerical means. The evolution of the solid–fluid interfaces within the grain boundary is governed by a phase transformation between the non-hydrostatically stressed elastic solid and the trapped fluid assumed in mechanical equilibrium. The characteristic time is provided by a linear kinetic law. The evolution of the structure away from a state of thermodynamic equilibrium during a loading normal to the grain boundary is found to occur in two steps. The first one consists of a diffuse morphology evolution in time and results in an enhancement of any initial stress concentration. The second step is characterized by a rapid and localized dissolution in the region of stress concentration. The latency period prior to localization is governed by the magnitude of the non-hydrostatic remote stress as well as the microstructural geometric factor responsible for the initial stress concentration at the solid–fluid interface. The localized dissolution is shown to provide a mechanism for the fluid to penetrate a previously dry contact region by marginal dissolution and thus to create a fluid film. However, the newly formed thin fluid layer is found to be unstable pointing to a possible repeated reorganization or dynamic evolution of the grain boundary internal structure during the action of IPS. (10.1016/S0022-5096(01)00012-6)
  DOI : 10.1016/S0022-5096(01)00012-6
• Surface deformation analysis of composites by mesomechanics
  
  • Soppa E.
  • Doumalin Pascal
  • Bornert Michel
  • Schmauder S.
  , 2000, 3, pp.443-449. No abstract provided
• Influence of the film thickness on texture, residual stresses and cracking behaviour of PVD tungsten coatings deposited on a ductile substrate
  
  • Ganne T.
  • Farges G.
  • Crépin Jérôme
  • Pradeilles-Duval R. M.
  • Zaoui A.
  , 2000. No abstract provided
• Effet de la fréquence de sollicitation et de l'environnement sur la propagation des fissures de fatigue en mode II dans l'acier maraging M250
  
  • Doquet V.
  , 2000. No abstract provided
• Adaptive mesh for inelastic analysis of structures
  
  • Zarka J.
  • Hablot J. M.
  , 2000. No abstract provided
• Modelisation d un contact plan/plan entre un graphite et du Ti6Al4V renforce TiC : essai de tribocorrosion anneau/disque, analyse de l usure des materiaux
  
  • Serre I.
  • Celati N.
  • Pradeilles Duval R. M.
  , 2000. No abstract provided
• Application of modal analysis and synthesis of reed and pipe to numerical simulations of a clarinet
  
  • Facchinetti Matteo
  • Boutillon Xavier
  • Constantinescu Andrei
  , 2000, 108 (5), pp.2590-2590. A finite-element model of a complete clarinet is proposed in order to simulate the acoustical dynamics of the instrument. Following the work of Pinard and Laine on isolated reeds [unpublished reports of the Ecole Polytechnique], modal analysis of clarinet reeds performed with holographic interferometry has been compared with modal synthesis derived from the FEM. In this linear model, the reed is considered alone first, then coupled to the mouthpiece, and finally to the mouthpiece and the barrel. The good agreement between the two approaches makes the mixed solid-acoustical FEM usable in a numerical simulation of the whole clarinet. The rest of the pipe is modeled by lumped mechanical elements whose parameters are fitted with measurements of the acoustical input impedance. Eigenmodes of the complete system—reed, mouthpiece, barrel, pipe—are computed and damping is subsequently attributed to each mode. The evolution of the system subject to nonlinear boundary conditions—incoming airflow, one-sided contact of the reed against the curved lay of the mouthpiece—is computed in the time domain: at each time step, external forces and internal variables are projected onto the modal basis and the evolution of each modal amplitude is integrated. Findings of the simulations will be discussed. <p style="color:red">[NO PDF]</p> (10.1121/1.4743630)
  DOI : 10.1121/1.4743630
• Plastic heterogeneities of a copper multicrystal deformed in uniaxial tension: experimental study and finite element simulations
  
  • Delaire F.
  • Raphanel Jean L
  • Rey Colette
  Acta Materialia, Elsevier, 2000, 48, pp.1075-1087. A copper sample made of a single layer of grains is plastically deformed by uniaxial tension at room temperature and low strain rate. The deformation field is measured by means of grids deposited on the polished surface of the undeformed specimen and local orientations are recorded using electron back scattering diagrams in a scanning electron microscope. These measures are compared with simulations made by a finite element code using a physically based model for the deformation and hardening of face centered cubic crystals. A good agreement is found between measured and computed values. The simulations give access to much more detail about the history of glide in each grain and help establish which systems are active at a local level. They also provide the evolution of internal variables such as dislocation densities. A new insight into intergranular accommodation as well as intragranular heterogeneities is provided. (10.1016/S1359-6454(99)00408-5)
  DOI : 10.1016/S1359-6454(99)00408-5
• Micromechanics-based modeling of plastic polycrystals: an affine formulation
  
  • Zaoui André
  • Masson Renaud
  Materials Science and Engineering: A, Elsevier, 2000, 285, pp.418-424. Recent comparisons of predictions associated with Hill’s original ‘incremental’ formulation for the self-consistent modelling of elastoplastic polycrystals with a newly available nonlinear upper bound for the moduli have brought to light the fact that this formulation leads to a frequent violation of this bound. This conclusion has motivated the conception of a new formulation, called the ‘affine formulation’, which is expected to yield softer predictions. The principle of this formulation is first reported for the simpler case of nonlinear elasticity (or viscosity) and compared with other approaches. It is then extended to cases for which the current responses depend on the loading path, with specification to the self-consistent scheme in order to model transient responses of polycrystals; though no variational approach exists in these cases, the obtained predictions can be considered as improved ones since they are shown to be, as expected, softer than those derived from other models. (10.1016/S0921-5093(00)00687-0)
  DOI : 10.1016/S0921-5093(00)00687-0
• Une approche non destructive pour l'identification de contraintes de contact
  
  • Ben Abdallah J.
  • Bonnet Marc
  Comptes Rendus de l'Academie des Sciences Serie II, Gauthier-Villars, 2000, 328, pp.525-529. Cette note concerne une méthode non destructive d'identification de la distribution de contraintes de contact entre un poinçon rigide et un massif élastique semi-infini au moyen de mesures du déplacement normal et des déformations tangentielles à la surface libre du massif. Les résultats numériques, obtenus pour des configurations axisymétriques, valident cette méthode, y compris en présence de données expérimentales inexactes et quand la zone de contact n'est pas a priori exactement connue (expérience d'indentation). (10.1016/S1620-7742(00)00022-2)
  DOI : 10.1016/S1620-7742(00)00022-2
• Deformation mechanisms and strain localization at the brittle-ductile transition of the continental crust in extension
  
  • Gueydan Frédéric
  • Leroy Yves
  • Jolivet Laurent
  , 2000.
• Treatment of singular integrals in 3D symmetric Galerkin boundary element method
  
  • Mouhoubi Saida
  • Ulmet L.
  • Bonnet Marc
  , 2000. No abstract provided
• On the indentification of planar cracks in 3D acoustics
  
  • Bui Huy Duong
  • Constantinescu Andrei
  • Maigre Hubert
  , 2000, pp.181-190.
• Etude de la tenue de substrats en Ti6Al4V revêtus de dépôts de tungstène PVD en fonction de leurs épaisseurs
  
  • Graff G.
  • Stolz C.
  • Pradeilles Duval R. M.
  • Sainte Catherine M.-C.
  , 2000. No abstract provided
• Dynamic tensile testing of sheet metal
  
  • Gary Gérard
  • Mouro Pierre
  • Zhao Han
  , 2000. (10.1051/jp4:2000925)
  DOI : 10.1051/jp4:2000925
• Modèles micromécaniques : effets de l'anisotropie et de l'hétérogénéité de la répartition des renforts dans un composite à particules
  
  • Bornert Michel
  • Lebail H.
  • Franciosi P.
  • Jeulin Dominique
  , 2000. No abstract provided
• Etude pétro-structurale du détachement du Tende (Corse). Rôle des micas blancs dans la localisation de la déformation ductile
  
  • Gueydan F.
  • Jolivet L.
  • Agard Philippe
  , 2000. No abstract provided
• Evaluation non destructive des structures mécaniques par thermographie infrarouge
  
  • Luong Minh-Phong
  Rev. Franç. Mécanique, 2000, 2000, pp.19-25.