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Finite element analysis of cyclic indentation of an elastic-perfectly plastic half-space by a rigid sphereYAN, S. L; LI, L. Y.Proceedings of the Institution of Mechanical Engineers. Part C, Journal of mechanical engineering science. 2003, Vol 217, Num 5, pp 505-514, issn 0954-4062, 10 p.Article

Overall elastic and elastoplastic behavior of a partially debonded fiber-reinforced compositeZHENG, S. F; DENDA, M; WENG, G. J et al.Journal of composite materials. 2003, Vol 37, Num 8, pp 741-758, issn 0021-9983, 18 p.Article

Elasto-plastic modelling of strain-softening behavior for soilGUO, R.-P; LI, G.-X; SAKAJO, S et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 89-92, isbn 90-5809-055-8Conference Paper

The impact of constitutive laws on wellbore stability : A general reviewCHARLEZ, P.A.EUROCK'94. 1994, pp 239-249Conference Paper

A study on elasto-plastic raft foundation-soil interactionGRYCZMANSKI, M; MAJEWSKI, S.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 983-986, isbn 90-5410-891-6Conference Paper

A robust formulation for FE-analysis of elasto-plastic mediaTRUTY, A; ZIMMERMANN, T.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 381-386, isbn 90-5410-886-XConference Paper

Stress measurement in elastoplastic ductile geomaterialsQUIERTANT, M; SHAO, J. F; TRENTESAUX, C et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 513-518, isbn 90-5410-886-XConference Paper

Mechanism of one-dimensional consolidationYOSHIKUNI, H; KUSAKABE, O; OKADA, M et al.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 497-504, isbn 90-5410-537-2, 2VolConference Paper

Méthode de calcul des contraintes efficaces lors des déformations élasto-plastiquesKUZ'MIN, V. R; PROKHOROV, V. A.Mašinovedenie. 1986, Num 1, pp 66-70, issn 0025-4576Article

Interaction between soil mechanical properties of structured soils and hydraulic process : theoretical fundamentals of a modelGRASLE, W; BAUMGARTL, T; HORN, R et al.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 719-724, isbn 90-5410-586-0Conference Paper

An elasto-plastic model for frictional and cohesive materialsSUN, D.A; MATSUOKA, H.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 433-438Conference Paper

Large deflection of elastoplastic beams with prescribed moving and rotating endsHUANG, X; YU, T. X; LU, G et al.Proceedings of the Institution of Mechanical Engineers. Part C, Journal of mechanical engineering science. 2003, Vol 217, Num 9, pp 1001-1013, issn 0954-4062, 13 p.Article

On the steady flow of an incompressible elastic-plastic material past thin cones : numerical resultsNORBURY, J; TASKINEN, T. I.Computers and geotechnics. 1997, Vol 20, Num 2, pp 143-159, issn 0266-352XArticle

Exact stress integration for von Mises elasto-plastic model with constant hardening modulusCHAN, A. H. C.International journal for numerical and analytical methods in geomechanics. 1996, Vol 20, Num 8, pp 605-613, issn 0363-9061Article

Three-dimensional elastoplastic finite element model for residual stresses in the shot peening processELTOBGY, M. S; NG, E; ELBESTAWI, M. A et al.Proceedings of the Institution of Mechanical Engineers. Part B. Journal of engineering manufacture. 2004, Vol 218, Num 11, pp 1471-1481, issn 0954-4054, 11 p.Article

Consolidation around stone columns. Influence of column deformationCASTRO, Jorge; SAGASETA, César.International journal for numerical and analytical methods in geomechanics (Print). 2009, Vol 33, Num 7, pp 851-877, issn 0363-9061, 27 p.Article

Numerical integration of elastoplastic constitutive equations for geomaterials with extended hardening rulesTAMAGNINI, C; CASTELLANZA, R; NOVA, R et al.International Symposium on numerical models in geomechanics. 2002, pp 213-218, isbn 90-5809-359-X, 6 p.Conference Paper

Une solution semi-analytique d'un problème de plasticité non-associée des sols = A semi-analytical solution of a non-associated plasticity problem for soilsBOUSSHINE, L; CHAABA, A; DE SAXCE, G et al.La Revue marocaine du génie civil. 2000, Num 85, pp 2-6, issn 0851-7916, 5 p.Article

An elastoplastic-viscoplastic model for soilsMALEKI, M; CAMBOU, B; FARSI, M et al.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 15-20, isbn 90-5809-095-7Conference Paper

Use of elastoplasticity to simulate cyclic sand behaviorPAPADIMITRIOU, A. G; BOUCKOVALAS, G. D; DAFALIAS, Y. F et al.International Conference on earthquake geotechnical engineering. 1999, pp 125-130, isbn 90-5809-116-3Conference Paper

Sur l'influence de la rotation des poutres cylindriques sur le processus de leur déformation élastoplastique en flexionBROVMAN, M. YA.Izvestiâ Akademii nauk SSSR. Mehanika tverdogo tela. 1984, Num 3, pp 167-173, issn 0572-3299Article

COMPORTEMENT ELASTOPLASTIQUE D'UNE POUTRE CANTILEVER SOUS UN CHARGEMENT GRADUELLEMENT CROISSANTSANCHEZ ANTOINE.1978; ; FRA; DA. 1978; 39 P.-(10) PL.; 30 CM; BIBL. 6 REF.; TH. DOCT.-ING./PARIS 6/1978Thesis

On an axisymmetric free boundary problemSHU-ZI ZHOU.Journal of mathematical analysis and applications. 1987, Vol 121, Num 2, pp 465-486, issn 0022-247XArticle

Numerical experiments with two-dimensional elastic-viscoplastic barsZHOU, G. Q; GHONEIM, H; CHEN, Y et al.Computers & structures. 1984, Vol 18, Num 4, pp 591-601, issn 0045-7949Article

PLASTICITY1981; CANCAM 81. CONGRES CANADIEN DE MECANIQUE APPLIQUEE. 8/1981-06-07/MONCTON NB; CAN; YARMOUTH NS: IMPR. LESCARBOT; DA. 1981; PP. 231-268; 37 P.; BIBL. DISSEM.Conference Paper

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