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Elastic buckling coefficients for steel plates with various boundary conditions are given in the chapter.
The finite element method has been employed, where linear elastic buckling and nonlinear inelastic post-buckling analyses have been performed.
However, these results indicate similarities between the elastic buckling of AG tubes and multiwalled CNTs.
Various failure mechanisms, including yielding, global elastic buckling and local elastic buckling are taken into account.
This chapter discusses the problem of elastic buckling of bars.
This paper is concerned with the elastic buckling of super ellipsoidal shells under external uniform pressure.
Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested.
These elastic buckling loads (or moments) are required inputs for predicting the design strength.
Equilibrium method is utilised to deduce formulas of elastic buckling load of pin-ended PCS-BRB.
Elastic buckling and non-linear finite element analyses were carried out using ABAQUS.
A cyclic loading protocol was adapted from FEMA 461 with targets based on elastic buckling properties.
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