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Results 1 to 25 of 70899

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A HYBRID STRESS DOUBLY CURVED SHELL FINITE ELEMENT.ALAYLIOGLU H; ALI R.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 3; PP. 477-480; BIBL. 8 REF.Article

COMMENTS ON THE ACCURACY OF NINE-NODED ISOPARAMETRIC FINITE ELEMENTS.JOFRIET JC; LELIEVRE B; FWA TF et al.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 1; PP. 67-74; BIBL. 6 REF.Article

HIGH-ORDER CURVED FINITE ELEMENTSWACHSPRESS EL.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 5; PP. 735-745; BIBL. 7 REF.Article

A NUMERICAL COMPARISON OF HIGH ORDER TRANSFORMATION AND ISOPARAMETRIC TRANSFORMATION METHODSMCLEOD RJY; MURPHY R.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 241-247; BIBL. 9 REF.Article

USE OF TRIANGULAR AND ISOPARAMETRIC FINITE ELEMENTS IN THE SOLUTION OF HYDRODYNAMIC JOURNAL BEARINGSDHAGAT SK; SINHASAN R; SINGH DV et al.1982; J. INST. ENG., INDIA, MECH. ENG. DIV.; ISSN 0020-3408; IND; DA. 1982; VOL. 62; NO 6; PP. 184-189; BIBL. 10 REF.Article

APPLICATION OF FINITE ELEMENT METHOD TO POTENTIAL FLOW OVER A CYLINDERBANSAL RK; SACHDEVA RC; SESHADARI RC et al.1981; J. INSTIT. ENGRS (INDIA), MECH. ENGNG. DIV.; IND; DA. 1981; VOL. 61; NO 5; PP. 175-180; BIBL. 5 REF.Article

RATIONAL BASIS FUNCTIONS FOR CURVED ELEMENTSWACHSPRESS EL.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 235-239; BIBL. 6 REF.Article

A TRIANGULAR PLATE FINITE ELEMENT FOR LARGE-DISPLACEMENT ELASTIC-PLASTIC OF AUTOMOBILE STRUCTURAL COMPONENTSCHEN KK.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 1-2; PP. 203-215; BIBL. 29 REF.Article

AN EXPERIMENTAL INVESTIGATION OF THE USE OF ISOPARAMETRIC AND RATIONAL BASIS ELEMENTS IN A FLUID FLOW PROBLEMKEAST P; WOODFORD G.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 4; PP. 557-568; BIBL. 10 REF.Article

DOUBLY-CURVED VARIABLE-THICKNESS ISOPARAMETRIC HETEROGENEOUS FINITE ELEMENT.MINICH MD; CHAMIS CC.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 2; PP. 295-301; BIBL. 12 REF.Article

THREE-DIMENSIONAL HYBRID-STRESS ISOPARAMETRIC QUADRATIC DISPLACEMENT ELEMENTSSPILKER RL; SINGH SP.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 3; PP. 445-465; BIBL. 14 REF.Article

CONSTRUCTION DES ELEMENTS FINIS D'UNE COQUE LISSE EN SE BASANT SUR L'EQUATION VARIATIONNELLE DE TYPE MIXTEKANTOR B YA; PUPKOV LI.1982; PROBL. MASINOSTR.; ISSN 508012; UKR; DA. 1982; NO 15; PP. 8-13; BIBL. 8 REF.Article

QUADRATIC AND CUBIC TRANSITION ELEMENTSHUSSAIN MA; VASILAKIS JD; PU SL et al.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 9; PP. 1397-1406; BIBL. 8 REF.Article

SHAPE FUNCTIONS FOR THE ISOPARAMETRIC TRANSITION ELEMENTS FOR CROSS-SECTIONAL PROPERTIES AND STRESS ANALYSIS OF BEAMSSURANA KS.1980; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1980; VOL. 15; NO 9; PP. 1403-1407; BIBL. 1 REF.Article

TRANSITION FINITE ELEMENTS FOR AXISYMMETRIC STRESS ANALYSISSURANA KS.1980; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1980; VOL. 15; NO 6; PP. 809-832; BIBL. 14 REF.Article

A SIMPLE AND EFFECTIVE SUBROUTINE FOR THE PLANE ISOPARAMETRIC STIFFNESS MATRIX COMPUTATIONGARCIA DE JALON DE LA FUENTE J; AZCONA J.1980; ADV. ENG. SOFTWARE; GBR; DA. 1980; VOL. 2; NO 3; PP. 107-116; BIBL. 18 REF.Article

PLANE INTERSECTIONS AND CONTOURS FOR GENERAL ISOPARAMETRIC SOLIDSAKIN JE; STODDART WCT.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 1-2; PP. 155-157; BIBL. 3 REF.Article

RESOLUTION NUMERIQUE DU PROBLEME DE LA FLEXION DES PLAQUES MINCES PAR UNE METHODE D'ELEMENTS FINIS NON CONFORMES SUR UN MAILLAGE QUADRILATERAL QUELCONQUEESSELAOUI DRISS.1979; ; FRA; DA. 1979; 322; 162 P.; 30 CM; BIBL. 28 REF.; TH. 3E CYCLE: METH. APPROXIM. ALGORYTHMES ANAL. THEOR. NOMBRES/BESANCON/1979Thesis

WAYS TO IMPROVE THE BENDING RESPONSE OF FINITE ELEMENTS.COOK RD.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 6; PP. 1029-1039; BIBL. 7 REF.Article

CALCULATION OF VIBRATION FREQUENCES BY A HYBRID ELEMENT METHOD BASED ON A GENERALIZED COMPLEMENTARY ENERGY PRINCIPLE.BRANDT K.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 2; PP. 231-246; BIBL. 20 REF.Article

THE ELASTO-PLASTIC ANALYSIS OF PLATES USING HYBRID FINITE ELEMENTS.BARNARD AJ; SHARMAN PW.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 6; PP. 1343-1356; BIBL. 1 P.Article

AN ISOPARAMETRIC FINITE ELEMENT WITH DECREASED SENSITIVITY TO MIDSIDE NODE LOCATIONMULLEN RL; DICKERSON R.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 17; NO 4; PP. 611-615; BIBL. 6 REF.Article

CONTROL OF SPURIOUS MODES IN THE NINE-NODE QUADRILATERAL ELEMENTCOOK RD; FENG ZHAO HUA.1982; INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 10; PP. 1576-1580; BIBL. 9 REF.Article

SOME "SPECIAL" INTERPOLATION FORMULAE FOR TRIANGULAR AND QUADRILATERAL ELEMENTSLUNG AN YING.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 7; PP. 959-966; BIBL. 6 REF.Article

COMPARAISON DES SOLUTIONS MIXTES A ELEMENTS FINIS DU PROBLEME A SYMETRIE AXIALE DE LA THERMOELASTICITEGRIGOR'YANTS NM; KEL'IN VI; PROSKURIN PS et al.1982; PROBL. MASINOSTR.; ISSN 508012; SUN; DA. 1982; NO 15; PP. 22-24; BIBL. 5 REF.Article

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