is the first zero of the Bessel function of the first kind of order −1/3, which is equal to 1.86635086… Plate buckling[edit]. A plate is a 3-dimensional structure defined ...
First-order second-moment analysis of the buckling of shells with random imperfections. I. Elishakoff,; S. van Manen,; P. G. Vermeulen and; J. Arbocz.
Mottram [14] adapted a formula to calculate critical (lateral-torsional) buckling moments in steel beams, included in the ENV (European Pre-Norm) version of ...
In this work, closed-form expressions for the buckling loads of a weakened column with different boundary conditions are presented.
This work reports an experimental study on the first-order, buckling and post- buckling behaviours of I-section beams made of GFRP pultruded profiles.
Buckling analysis of nanocomposite sandwich plates with piezoelectric face sheets based on flexoelectricity and first-order shear deformation ...
First-order, buckling and post-buckling behaviour of GFRP pultruded beams. Part 2: Numerical simulation. Share on.
We show here that first-order perturbation theory does not give the lattice
The critical point, i.e., the switch from first- to second-order buckling transition, is induced by the increase in disorder strength. We also discover ...
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The equilibrium and stability equations are derived based on the first order shear deformation theory. Resulting equations are employed to obtain the closed-form ...