For fiber glass epoxy , the orientation of fibers at +45 degree or -45 degree in a ply increase the torsional stiffness and buckling resistance. I need to understand the reasons.
You are right, the orientations of +45° and -45° permit to resist to shear stress (torsion).
It is a classical result of continuum mechanics : if a volume of materials is submitted to shear stress, after diagonalisation, the eigenvalues of the stress tensor are oriented in +45° and -45°. Therefore, if you put fibers in these directions, you can increase the shear stiffness.
The plies +45° and -45° do not enhance really the buckling resistance of a composite structure loaded in the 0° direction, but increase the global resistance of the structure. You have to consider that if you use only 0° plies, the resistance of the laminates will be very good in this direction, but very poor in all other directions. Therefore, a very small instability or a small defect into one plies, or a small change of direction of the loading, could destroy the structure.
That is the reason that everybody uses laminates with a minimum of plies in every direction (0°;90°, +45°, -45°) for classical applications.
The calculation of the sequence of plies is a classical exercise in mechanics of materials and you could find it into several books of mechanical engineering devoted to composites materials. For instance here : http://books.google.fr/books/about/Composite_Materials.html?id=51ATTG_tbkgC&redir_esc=y