Buckling of cross-ply laminated beams with arbitrary boundary conditions Academic Article

abstract

• Analytical solutions of refined beam theories are developed to study the buckling behaviour of cross-ply rectangular beams with arbitrary boundary conditions. The state space concept in conjunction with Jordan canonical form will be used to solve exactly the governing equations of the buckling problems. The correlation between different shear deformation theories and the classical theory has been established. 1997 Elsevier Science Ltd.

authors

• Reddy, Junuthula

published proceedings

• COMPOSITE STRUCTURES

author list (cited authors)

• Khdeir, A. A., & Reddy, J. N.

citation count

• 82

complete list of authors

• Khdeir, AA||Reddy, JN

publication date

• January 1997

publisher

• Elsevier  Publisher

keywords

• 40 Engineering
• 4001 Aerospace Engineering

Digital Object Identifier (DOI)

• 10.1016/S0263-8223(97)00048-2

start page

• 1

end page

• 3

volume

• 37

issue

• 1

URL

• http://dx.doi.org/10.1016/s0263-8223(97)00048-2