Now showing items 1-6 of 6
Large deformation dynamic bending of composite beams
(Virginia Tech, 1985-07-05)
</p>The large deformation response of composite beams subjected to a dynamic axial load was studied. The beams were loaded with a moderate amount of eccentricity to promote bending. The study was primarily experimental ...
Structural analysis of geodesically stiffened composite panels with variable stiffener distribution
(Virginia Tech, 1992-05-15)
<p>A computationally efficient analysis approach is developed to predict buckling load of geodesically stiffened composite panels under in-plane loads. The analysis procedure accounts for the contribution of the in-plane ...
Compression and buckling of composite panels with curvilinear fibers
(Virginia Tech, 1992)
Compressive buckling of a clamped circular plate on an elastic foundation not in attachment
(Virginia Polytechnic Institute, 1959)
A circular thin plate under radial compressive forces resting on an elastic foundation not in attachment was studied with regard to it's behavior in the 2nd mode shape. Two regions of action are controlled by two ...
Buckling of cantilever thin plate with free end subjected to uniform shear
(Virginia Polytechnic Institute, 1963)
This thesis is concerned with the buckling problem of a cantilever thin plate with its tree end subjected to uniform shear. The same problem waa originally solved by Prandtl in 1899, based on the equilibrium condition of ...