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Post-Buckling Behavior under Mode Interaction
Journal of the Engineering Mechanics Division, 1979The post-buckling behavior of continuous elastic systems under interaction of two symmetric stable or unstable modes, is considered. For the cases of two stable (unstable) modes with a negative (positive) interaction coefficient, it is shown that mode interaction increases imperfection sensitivity whenever a 2 times 2 energy matrix of the perfect ...
Antonio J. Reis, John Roorda
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Post‐Buckling Behavior of Guyed Towers
Journal of Structural Engineering, 1983The post‐buckling behavior of a simple column guyed in a plane by symmetric guy wires is considered. The column is built‐in at the ground, and the structure is loaded by a single vertical force W. Consideration is given to both the nonlinear behavior of a post‐buckled column and to the inherently nonlinear behavior of extensible guy wires subjected to ...
George A. Costello, James W. Phillips
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Shear effect on cruciform post-buckling
Engineering Structures, 2013Abstract The elastic post-torsional-buckling behaviour of a simply supported cruciform column has been analysed, and its strength has been approximated by assuming that it fails when it first yields due to the maximum normal stress induced by the axial compression. However, torsional shear stresses are induced in the post-buckling regime.
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Post-Buckling Analysis of Guyed Towers
Journal of the Structural Division, 1981The post-buckling behavior of short towers, supported by a single set of guy wires is investigated. Using the principle of stationary potential energy, a set of non-linear algebraic equations are obtained for both fixed and hinged-base towers. The equations are solved numerically for several actual systems.
Alexander Chajes, David Ling
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Examination of Plate Post-Buckling Behavior
Journal of the Engineering Mechanics Division, 1977The main results of a number of previous papers by the writers on plate post-buckling behavior are summarized, and additional results for specific plate problems are presented in the form of simple expressions relating load, deflections, end displacements, and stresses.
James Rhodes, James M. Harvey
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Post-Buckling Analysis of Cylindrical Shells
Journal of the Engineering Mechanics Division, 1978A method is presented for the calculation of the critical load and post-buckling displacements of elastic structures, and is demonstrated on circular cylindrical shells. The critical load is found by successive extrapolations of the load with the aid of the tangent stiffness matrix determinant.
Ömer K. Kiciman, Egor P. Popov
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Post-Buckling Behavior of Determinate Beams
Journal of the Engineering Mechanics Division, 1974A RIGOROUS AND UNCOMPLICATED THEORY FOR THE LARGE ELASTIC DEFORMATIONS OF BEAMS IS PRESENTED AND THE THEORY IS VERIFIED EXPERIMENTALLY BY INVESTIGATING THE POST-BUCKLING BEHAVIOR OF 1-SECTION AND NARROW RECTANGULAR SECTION BEAMS. THE POSTBUCKLING STRENGTH OF DETERMINATE BEAMS IS FOUND TO BE SMALL UNTIL THE DEFORMATIONS BECOME GROSS.
Scott T. Woolcock, Nicholas S. Trahair
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Post-buckling behavior of poroelastic columns
International Journal of Mechanical Sciences, 2000zbMATH Open Web Interface contents unavailable due to conflicting licenses.
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The dynamics of symmetric post-buckling
International Journal of Mechanical Sciences, 1985Abstract This work examines the relationship between natural frequency and compressive load for a conservative elastic mechanical system characterised by symmetric buckling. Application of some general theory shows that for a perfect system, exhibiting a stable-symmetric point of bifurcation, the initial post-buckling curve of compressive load ...
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