au.\*:("HENSHELL RD")
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DIFFERENCES BETWEEN ISOPARAMETRIC ASSUMPTIONS AND TRUE CIRCLES.HENSHELL RD.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 5; PP. 1193-1196; BIBL. 2 REF.Article
A THEORETICAL BASIS FOR HYBRID FINITE ELEMENTS IN DYNAMIC PROBLEMS. = BASE THEORIQUE POUR LES ELEMENTS FINIS HYBRIDES DANS LES PROBLEMES DYNAMIQUESHENSHELL RD.1975; J. SOUND VIBR.; G.B.; DA. 1975; VOL. 39; NO 4; PP. 520-522; BIBL. 6 REF.Article
CRACK TIP FINITE ELEMENTS ARE UNECESSARY. = DES ELEMENTS FINIS DE POINTE DE FISSURE NE SONT PAS NECESSAIRESHENSHELL RD; SHAW KG.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 3; PP. 495-507; BIBL. 23 REF.Article
CURVED BEAM FINITE ELEMENTS FOR COUPLED BENDING AND TORSIONAL VIBRATIONDAVIS R; HENSHELL RD; WARBURTON GB et al.1972; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1972; VOL. 1; NO 2; PP. 165-175; BIBL. 11 REF.Serial Issue