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Buckling of Elastic Structures
The buckling of a slender column under an axial load and the collapse of a thin cylinder under a uniform external pressure have long been recognized to be related structural phenomena. In both cases, the structural action may be described by the common term, buckling. If the column is perfectly straight, the load on it exactly central, and the material perfectly homogeneous and elastic, when the load is increased gradually from zero, the column remains straight until the load reaches a critical value at which the column bends out suddenly.
Buckling of Elastic Structures
The buckling of a slender column under an axial load and the collapse of a thin cylinder under a uniform external pressure have long been recognized to be related structural phenomena. In both cases, the structural action may be described by the common term, buckling. If the column is perfectly straight, the load on it exactly central, and the material perfectly homogeneous and elastic, when the load is increased gradually from zero, the column remains straight until the load reaches a critical value at which the column bends out suddenly.
Buckling of Elastic Structures
Westergaard, H. M. (author)
Transactions of the American Society of Civil Engineers ; 85 ; 576-654
2021-01-01
791922-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Buckling of elastic structures
Engineering Index Backfile | 1922
Buckling of elastic structures
| Engineering Index Backfile | 1921
Discussion of “Buckling of Elastic Structures”
| ASCE | 2021
Closure to “Buckling of Elastic Structures”
| ASCE | 2021
| Springer Verlag | 2020