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au.\*:("MLEJNEK HP")

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EINSATZ DER FINITE ELEMENTE METHODE ZUR STATISCHEN UND DYNAMISCHEN BERECHNUNG VON SCHALENARTIGEN RADIAL- UND AXIALSCHAUFELN BEI BELIEBIGEN DREHZAHLEN (SYSTEM TURBAN). = UTILISATION DE LA METHODE DES ELEMENTS FINIS POUR LE CALCUL STATIQUE ET DYNAMIQUE D'AUBES AXIALES ET RADIALES ASSIMILABLES A DES COQUES POUR UNE VITESSE DE ROTATION QUELCONQUE (SYSTEME TURBAN)MLEJNEK HP; SCHREIECK R.1976; V.D.I. BER.; DTSCH.; DA. 1976; NO 264; PP. 173-182; BIBL. 16 REF.; (THERMISCHE STROEMUNGSMASCH. TAG.; DUESSELDORF; 1976)Conference Paper

ON ACCURATE STRESS CALCULATION IN STATIC AND DYNAMIC PROBLEMS USING THE NATURAL FACTOR APPROACHARGYRIS JH; JOHNSON TL; MLEJNEK HP et al.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 19; NO 2; PP. 277-308; BIBL. 13 REF.Article

ON AN UNCONVENTIONAL BUT NATURAL FORMATION OF A STIFFNESS MATRIXARGYRIS JH; HAASE M; MLEJNEK HP et al.1980; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1980; VOL. 22; NO 1; PP. 1-22; BIBL. 12 REF.Article

ON THE NATURAL FACTOR IN NONLINEAR ANALYSIS.ARGYRIS JH; JOHNSEN TL; MLEJNEK HP et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 15; NO 3; PP. 365-388; BIBL. 14 REF.Article

SOME CONSIDERATIONS ON THE NATURAL APPROACHARGYRIS JH; HAASE M; MLEJNEK HP et al.1982; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1982; VOL. 30; NO 3; PP. 335-346; BIBL. 10 REF.Article

A NEW ITERATIVE SOLUTION FOR STRUCTURES AND CONTINUAWITH VERY STIFF OR RIGID PARTSARGYRIS JH; DUNNE PC; JOHNSEN TL et al.1980; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1980; VOL. 24; NO 2; PP. 215-248Article

FINITE ELEMENT METHOD. THE NATURAL APPROACHARGYRIS JH; BALMER H; DOLTSINIS JS et al.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 17-18; NO 1; PP. 1-106; BIBL. 58 REF.Conference Paper

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