Sudden change in shape of a structural component under load
For other uses, see Buckling (disambiguation).
Not to be confused with buckle.
In structural engineering, buckling is the sudden change in shape (deformation) of a structural component under load, such as the bowing of a column under compression or the wrinkling of a plate under shear. If a structure is subjected to a gradually increasing load, when the load reaches a critical level, a member may suddenly change shape and the structure and component is said to have buckled.[2] Euler's critical load and Johnson's parabolic formula are used to determine the buckling stress of a column.
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Mechanical failure modes
Buckling
Corrosion
Corrosion fatigue
Creep
Fatigue
Fouling
Fracture
Hydrogen embrittlement
Impact
Liquid metal embrittlement
Mechanical overload
Metal-induced embrittlement
Stress corrosion cracking
Sulfide stress cracking
Thermal shock
Wear
Yielding
Buckling may occur even though the stresses that develop in the structure are well below those needed to cause failure in the material of which the structure is composed. Further loading may cause significant and somewhat unpredictable deformations, possibly leading to complete loss of the member's load-carrying capacity. However, if the deformations that occur after buckling do not cause the complete collapse of that member, the member will continue to support the load that caused it to buckle. If the buckled member is part of a larger assemblage of components such as a building, any load applied to the buckled part of the structure beyond that which caused the member to buckle will be redistributed within the structure. Some aircraft are designed for thin skin panels to continue carrying load even in the buckled state.
^Cite error: The named reference bruhn73 was invoked but never defined (see the help page).
^Elishakoff, I. Li Y-W. and Starnes, J.H. Jr., Non Classical Problems in the Theory of Elastic Stability, Cambridge University Press, 2001, XVI +pp.336; ISBN 0-521-78210-4
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