An exact high order beam element

Computers and Structures

Volumn 81, Issue 3, 2003, Pages 147-152

  Eisenberger, Moshe ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Beam; High order; Shear deformation; Static analysis; Stiffness matrix

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); DIFFERENTIAL EQUATIONS; SHEAR DEFORMATION; STIFFNESS MATRIX;

HIGH ORDER BEAM ELEMENT;

BEAMS AND GIRDERS;

EID: 0037298608     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(02)00438-8     Document Type: Article

References (7)

1. Levinson M. A new rectangular beam theory. J. Sound Vib. 74:1981;81-87.
2. Bickford W.B. A consistent higher order beam theory. Develop. Theor. Appl. Mech. 11:1982;137-150.
3. Heyliger P.R., Reddy J.N. A higher order beam finite element for bending and vibration problems. J. Sound Vib. 126(2):1988;309-326.
4. Sheinman I., Eisenberger M., Bernstein Y. High order element for prebuckling and buckling analysis of laminated plane frames. Int. J. Numer. Meth. Engng. 39:1996;2155-2168.
5. Wang C.M., Reddy J.N., Lee K.H. Shear deformable beams and plates. 2000;Elsevier, New York.
6. Reddy J.N., Wang C.M., Lim G.T., Ng K.H. Bending solutions of the Levinson beams and plates in terms of the classical theories. Int. J. Solids Struct. 38:2001;4701-4720.
7. Petrolito J. Stiffness analysis of beams using a higher-order theory. Comput. Struct. 55:1995;33-39.