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kw.\*:("ISOPARAMETRIC FINITE ELEMENT")

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Results 1 to 25 of 487

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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

SUMMARY OF SIF DESIGN GRAPHS FOR CRACKS EMANATING FROM CIRCULAR HOLESKARLSSON A; BACKLUND J.1978; INTERNATION. J. FRACTURE; NLD; DA. 1978; VOL. 14; NO 6; PP. 585-596; ABS. FRE; BIBL. 18 REF.Article

ELEMENTS ISOPARAMETRIQUES EFFICACES DES PLAQUES ORTHOTROPES D'UNE EPAISSEUR MOYENNE POUR LE CALCUL DES CONSTRUCTIONS SPATIALESMILEJKOVSKIJ IE; TRAJNIN LA.1982; STROIT. MEH. RASCET SOORUZ.; ISSN 509078; SUN; DA. 1982; NO 5; PP. 10-14; BIBL. 7 REF.Article

A THEORETICALLY IMPROVED AND EASILY IMPLEMENTED VERSION OF THE AHMAD THICK SHELL ELEMENTTALHA MA.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 1; PP. 125-142; BIBL. 18 REF.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

SINGULAR ISOPARAMETRIC FINITE ELEMENTS.WAIT R.1977; J. INST. MATH. APPL., LONDON; G.B.; DA. 1977; VOL. 20; NO 1; PP. 133-141; BIBL. 10 REF.Article

A NOTE ON MOMENT BALANCE IN THE ISOPARAMETRIC SHELL ELEMENT.KATNIK R.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 1; PP. 199-200; BIBL. 2 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

MATHEMATICAL SIMULATION OF SINGULARITIES FOR ISOPARAMETRIC ELEMENTS OF ARBITRARY ORDERSNAYFEH AH; NASSAR EAAM.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 3; PP. 465-470; BIBL. 3 REF.Article

CRACK-TIP ELEMENTS WITH CURVED BOUNDARIES AND VARIABLE MODESMORRIS JL; WAIT R.1979; APPL. MATH. MODELLG; GBR; DA. 1979; VOL. 3; NO 4; PP. 259-262; BIBL. 7 REF.Article

AN APPLICATION OF COMPUTER GRAPHICS TO THREE DIMENSIONAL FINITE ELEMENT ANALYSESFREY AE; HALL CA; PORSCHING TA et al.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 1-2; PP. 149-154; BIBL. 3 REF.Article

ECONOMICAL ALTERNATIVES TO GAUSSIAN QUADRATURE OVER ISOPARAMETRIC QUADRILATERIALSGRAY WG; VAN GENUCHTEN MT.1978; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1978; VOL. 12; NO 9; PP. 1478-1484; BIBL. 8 REF.Article

ON REDUCED INTEGRATION IN SOLID ISOPARAMETRIC ELEMENTS WHEN USED IN SHELLS WITH MEMBRANE MODES.IRONS BMR; HELLEN TK.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 5; PP. 1179-1182; BIBL. 3 REF.Article

STRESS INTENSITY FACTORS FOR TWO CRACKS EMANATING FROM TWO HOLES AND APPROACHING EACH OTHERKUO AS; SAUL S; LEVY M et al.1983; ENGINEERING FRACTURE MECHANICS; ISSN 0013-7944; USA; DA. 1983; VOL. 17; NO 3; PP. 281-288; BIBL. 8 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

AN ACCURACY STUDY FOR A CLASS OF RECTANGULAR ISOPARAMETRIC FINITE ELEMENTSMCNEILL NJ; HANSEN JS.1981; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1981; VOL. 25; NO 3; PP. 335-341; BIBL. 8 REF.Article

IMPLEMENTATION OF FINITE ELEMENT ALTERNATING-DIRECTION METHODS ON NONRECTANGULAR REGIONSHAYES L.1980; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1980; VOL. 16; PP. 35-49; BIBL. 9 REF.Article

STRESS-INTENSITY FACTOR COMPUTATION IN THREE DIMENSIONS WITH QUARTER-POINT ELEMENTSINGRAFFEA AR; MANU C.1980; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1980; VOL. 15; NO 10; PP. 1427-1445; BIBL. 20 REF.Article

ON SPECIAL ISOPARAMETRIC ELEMENTS FOR LINEAR ELASTIC FRACTURE MECHANICS. A DISCUSSION OF PAPERS BY E.D. HENSHELL, K.G. SHAW AND R.S. BARSOUM.HELLEN TK.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 1; PP. 200-203; BIBL. 6 REF.Article

ANALYSIS OF PLATES USING ISOPARAMETRIC QUADRATIC ELEMENT: SHEAR, REACTION, PATCH LOADING AND SOME CONVERGENCE STUDIESMUKHOPADHAY M.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 17; NO 4; PP. 587-597; BIBL. 5 REF.Article

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