High-order element for prebuckling and buckling analysis of laminated plane frames

International Journal for Numerical Methods in Engineering

Volumn 39, Issue 13, 1996, Pages 2155-2168

  Sheinman, Izhak ^a   Eisenberger, Moshe ^a   Bernstein, Yair ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Buckling; Composite laminated structures; High order element; Locking

Indexed keywords

BUCKLING; LAMINATED COMPOSITES; SHEAR DEFORMATION; STIFFNESS MATRIX; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

BUCKLING ANALYSIS; HIGH ORDER ELEMENT; LAMINATED PLANE FRAMES; LOCKING; POWER SERIES; PREBUCKLING ANALYSIS; SHEAR CORRECTION FACTOR;

MATHEMATICAL MODELS;

EID: 0030193014     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19960715)39:13<2155::AID-NME948>3.0.CO;2-H     Document Type: Article

References (5)

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2. K. H. Lo, R. M. Christensen and E. M. Wu, 'A high-order theory of plate deformation. Part 1: homogeneous plates, Part 2: laminated plates', J. Appl. Mech. ASME, 99, 663-676 (1977).
3. N. D. Phan and J. N. Reddy. 'Analysis of laminate composite plates using higher-order shear deformation theory', Int. j. numer. method eng., 21, 2201-2219 (1985).
4. P. R. Heyliger and J. N. Reddy, 'A higher order beam finite element for bending and vibration problems', J. Sound Vibr., 126, 309-326 (1988).
5. D. Shalev, I. Sheinman and G. Rosenhouse, The influence of axial and shear deformations on buckling of arches and frames due to arbitrary loading', Israel. J. Technol., 20, 269-276 (1982).