CATASTROPHIC BEHAVIOR FOR STATIC BUCKLING OF ELASTIC ARCHES

CATASTROPHIC BEHAVIOR FOR STATIC BUCKLING OF ELASTIC ARCHES[J]. MECHANICS IN ENGINEERING, 2003, 25(4). DOI: 10.6052/1000-0992-2003-043

Citation:

CATASTROPHIC BEHAVIOR FOR STATIC BUCKLING OF ELASTIC ARCHES[J]. MECHANICS IN ENGINEERING, 2003, 25(4). DOI: 10.6052/1000-0992-2003-043

Citation:

CATASTROPHIC BEHAVIOR FOR STATIC BUCKLING OF ELASTIC ARCHES[J]. MECHANICS IN ENGINEERING, 2003, 25(4). DOI: 10.6052/1000-0992-2003-043

Abstract

In this paper, catastrophe theory is applied toinvestigate of the static buckling of elastic arches. The influences ofthe deflection change and axial deformation are considered. A cuspcatastrophic model and the critical condition for static buckling of arches areobtained.

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