Zobrazeno 1 - 10
of 24
pro vyhledávání: '"J.F. BESSELING"'
Autor:
ELIAS C. AIFANTIS, HOLM ALTENBACH, P. ARCHAMBAULT, ELLEN M. ARRUDA, C. BATHIAS, ZDENEK P. BAZANT, AHMED BENALLAL, ALBRECHT BERTRAM, YVES BERTHIER, B.J. BESSON, J.F. BESSELING, M. BERVEILLER, RENÉ BILLARDON, SOL R. BODNER, MARY C. BOYCE, YVES BRECHET, DAVID BROEK, HUY DUONG BUI, ALAIN BURR, ESTEBAN P. BUSSO, GEORGES CAILLETAUD, VALTER CARVELLI, SERGE CESCOTTO, J.L. CHABOCHE, A.H.C. CHAN, C.L. CHOW, TRAIAN CICONE, N.D. CRISTESCU, OLIVIER COUSSY, STEPHEN C. COWIN, CHRISTIAN CUNAT, PATRICK DANGLA, FÉLIX DARVE, YANNIS F. DAFALIAS, S. DENIS, CHANDRA S. DESAI, RODRIGUE DESMORAT, MARTA DRAGON-LOUISET, DANIEL C. DRUCKER, GEORGE J. DVORAK, L. DUCHÉNE, FERNAND ELLYIN, F.D. FISCHER, DOMINIQUE FRANÇOIS, JEAN FRÊNE, E. GAUTIER, A. GODINAS, DIETMAR GROSS, ANNE MARIE HABRAKEN, JEAN-MARC HAUDIN, D.R. HAYHURST, FRANÇOIS HILD, LAURENT HIRSINGER, K. HO, GERHARD A. HOLZAPFEL, KOZO IKEGAMI, TATSUO INOUE, HIROMASA ISHIKAWA, HENRIK MYHRE JENSEN, KOJI KATO, JANUSZ R. KLEPACZKO, W.G. KNAUSS, DUSAN KRAJCINOVIC, E. KREMPL, TADEUSZ KURTYKA, PIERRE LADEVÈZE, FREDERICK A. LECKIE, J-B. LEBLOND, JEAN LEMAITRE, GIULIO MAIER, DIDIER MARQUIS, MAJID T. MANZARI, JACKY MAZARS, FREDERIC MESLIN, ALAIN MOLINARI, BERNARD MONASSE, HAEL MUGHRABI, N. STALIN-MULLER, Z. MRÓZ, SUMIO MURAKAMI, ROBERTO NOVA, A. NEEDLEMAN, SIA NEMAT-NASSER, R.W. OGDEN, NOBUTADA OHNO, J. URGEN OLSCHEWSKI, FLORENCE OSSART, M. PASTOR, PIOTR PERZYNA, GILLES PIJAUDIER-CABOT, A. PINEAU, ARNAUD POITOU, RACHID RAHOUADJ, MICHEL RAOUS, GILLES ROUSSELIER, J.W. RUDNICKI, KATSUHIKO SASAKI, A.R. SAVKOOR, R.A. SCHAPERY, ROBERT SCHIRRER, SABINE M. SCHLOGL, B.A. SCHREFLER, L. SIMONI, PETROS SOFRONIS, DARRELL SOCIE, CLAUDE STOLZ, PIERRE M. SUQUET, ALBERTO TALIERCIO, EIICHI TANAKA, MASATAKA TOKUDA, V. TVÉRGAARD, K. DANG VAN, ERIK VAN DER GIESSEN, P. VAN HOUTTE, J.G.M. VAN MIER, IOANNIS VARDOULAKIS, GEORGE Z. VOYIADJIS, MICHAEL WAUTERS, YONG WEI, J.R. WILLIS, A. TOSHIMITSU YOKOBORI, TAKEO YOKOBORI, XING ZHANG, JUN ZHAO, Y. ZHU, O.C. ZIENKIEWICZ, MICHA ŻYCZKOWSKI
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::47ae3dba15d909fcab9523d1e359a8d8
https://doi.org/10.1016/b978-012443341-0/50002-8
https://doi.org/10.1016/b978-012443341-0/50002-8
Autor:
J.F. Besseling
Publikováno v:
Handbook of Materials Behavior Models
In elastic deformation the distribution of the internal energy on a microscopic scale is irrelevant to the macroscopic deformation problem. In the fraction model the inhomogeneous energy dissipation is discretized in a phenomenological manner by conc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c34a3ed3800aa3ed9b320860a50cb80
https://doi.org/10.1016/b978-012443341-0/50036-3
https://doi.org/10.1016/b978-012443341-0/50036-3
Autor:
J.F. Besseling
Publikováno v:
Computers & Structures. 8:323-330
The algebra of finite dimensional vector spaces is used to formulate the theory of finite element analysis. This results in a plea to re-examine the computational aspects of the force method of analysis, in which the equilibrium equations and the con
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. :131-157
By finite element elastic-plastic analysis it has been possible to obtain detailed information on the deformation process in the vicinity of a growing crack in sheet metal. It is found that the crack grows when the value of the crack tip opening angl
Autor:
J.F. Besseling
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 12:97-124
On the basis of the solution of the linearized equations the nonlinear behaviour of structures may be determined by means of perturbation equations. With the aid of the derivatives of the deformation parameters for bar elements, given in this paper,
Autor:
J.F. Besseling
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 3:173-194
The discrete elements of finite dimensions which replace the structural continuum in the finite element method can always be chosen sufficiently small that the linear relations between element deformations and element stresses remain valid to the sam
Autor:
J.F. Besseling
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 31:205-220
In terms of displacement components and angular coordinates, expressions are given for large curvatures of elastic beams and rods. The application of these expressions to bifurcation and stability problems is discussed on the basis of the principle o
Autor:
J.F. Besseling
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 29:117
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Akademický článek
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