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Results 1 to 17 of 17

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POST-BUCKLING FINITE ELEMENT ANALYSIS OF CIRCULAR CYLINDERS UNDER END LOADARGYRIS JH; DUNNE PC.1978; ACTA TECH. ACAD. SCI. HUNGAR.; HUN; DA. 1978; VOL. 87; NO 1-2; PP. 5-16; ABS. GER/RUS; BIBL. 15 REF.Article

POST-BUCKLING FINITE ELEMENT ANALYSIS OF CIRCULAR CYLINDERS UNDER END LOAD.ARGYRIS JH; DUNNE PC.1978; FORSCH. IM INGR-WES.; DEU; DA. 1978; VOL. 44; NO 3; PP. 69-74; ABS. GER; BIBL. 15 REF.Article

A SIMPLE THEORY OF GEOMETRICAL STIFFNESS WITH APPLICATIONS TO BEAM AND SHELL PROBLEMS.ARGYRIS JH; DUNNE PC.1976; LECTURE NOTES PHYS.; GERM.; DA. 1976; VOL. 58; PP. 3-113; BIBL. 2 P.; (COMPUT. METHODS APPL. SCI. INT. SYMP. 2; VERSAILLES; 1975)Conference Paper

ON LARGE DISPLACEMENT-SMALL STRAIN ANALYSIS OF STRUCTURES WITH ROTATIONAL DEGREES OF FREEDOM.ARGYRIS JH; DUNNE PC; SCHARPF DW et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 14; NO 3; PP. 401-451; BIBL. 10 REF.Article

NOTE ON LARGE STRAIN APPLICATIONS OF MODIFIED CONSTANT STRAIN FINITE ELEMENTS.ARGYRIS JH; DUNNE PC; MUELLER M et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 15; NO 3; PP. 389-405; BIBL. 4 REF.Article

A SEMILINEAR PARABOLIC SYSTEM ARISING IN THE THEORY OF SUPERCONDUCTIVITYBROWN KJ; DUNNE PC; GARDNER RA et al.1981; J. DIFFER. EQU.; ISSN 0022-0396; USA; DA. 1981; VOL. 40; NO 2; PP. 232-252; BIBL. 12 REF.Article

NON-LINEAR OSCILLATIONS USING THE FINITE ELEMENT TECHNIQUEARGYRIS JH; DUNNE PC; ANGELOPOULOS T et al.1973; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1973; VOL. 2; NO 2; PP. 203-250; BIBL. 16 REF.Serial Issue

ISOCHORIC CONSTANT STRAIN FINITE ELEMENTS.ARGYRIS JH; DUNNE PC; MULLER M et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1978; VOL. 13; NO 2; PP. 245-278; BIBL. 16 REF.Article

HIGHER-ORDER SIMPLEX ELEMENTS FOR LARGE STRAIN ANALYSIS-NATURAL APPROACHARGYRIS JH; DUNNE PC; HAASE M et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 16; NO 3; PP. 369-403; BIBL. 42 REF.Article

ON LARGE DISPLACEMENT-SMALL STRAIN ANALYSIS OF STRUCTURES WITH ROTATIONAL DEGREE OF FREEDOM.ARGYRIS JH; DUNNE PC; MALEJANNAKIS G et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 15; NO 1; PP. 99-135Article

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

LINEAR SYSTEM WITH A LARGE NUMBER OF SPARSE CONSTRAINTS WITH APPLICATIONS TO INCOMPRESSIBLE MATERIALS.ARGYRIS JH; DUNNE PC; JOHNSEN TL et al.1977; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1977; VOL. 10; NO 1; PP. 105-132; BIBL. 15 REF.Article

A SIMPLE TRIANGULAR FACET SHELL ELEMENT WITH APPLICATIONS TO LINEAR AND NON-LINEAR EQUILIBRIUM AND ELASTIC STABILITY PROBLEMS.ARGYRIS JH; DUNNE PC; MALEJANNAKIS GA et al.1977; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1977; VOL. 11; NO 1; PP. 97-131Article

LARGE NATURAL STRAINS AND SOME SPECIAL DIFFICULTIES DUE TO NON-LINEARITY AND INCOMPRESSIBILITY IN FINITE ELEMENTS.ARGYRIS JH; DUNNE PC; ANGELOPOULOS T et al.1974; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1974; VOL. 4; NO 2; PP. 219-278; BIBL. 16 REF.Article

A SIMPLE TRIANGULAR FACET SHELL ELEMENT WITH APPLICATIONS TO LINEAR AND NON-LINEAR EQUILIBRIUM AND ELASTIC STABILITY PROBLEMS.ARGYRIS JH; DUNNE PC; MALEJANNAKIS GA et al.1977; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1977; VOL. 10; NO 3; PP. 371-403; BIBL. 11 REF.Article

LINEAR AND NON-LINEAR OSCILLATIONS IN MECHANICS. = OSCILLATIONS LINEAIRES ET NON LINEAIRES EN MECANIQUE)ARGYRIS JH; DUNNE PC; ANGELOPOULOS T et al.1974; IN: 9TH CONGR. INT. COUNC. AERONAUT. SCI. PROC.; HAIFA; 1974; JERUSALEM; WEIZMANN SCI. PRESS ISR.; DA. 1974; VOL. 2; PP. 575-584; BIBL. 7 REF.Conference Paper

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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