Nonlinear analysis of frames with curved members

This paper develops a general nonlinear analysis method for structural frames with curved members. The initial geometry is specified in a flexible manner that allows a variety of geometries to be exactly specified, and avoids any geometric modelling errors. The procedure only requires minimum discre...

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Veröffentlicht in:Computers & structures 2001-03, Vol.79 (7), p.727-735
Hauptverfasser: Petrolito, J., Legge, K.A.
Format: Artikel
Sprache:eng
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Zusammenfassung:This paper develops a general nonlinear analysis method for structural frames with curved members. The initial geometry is specified in a flexible manner that allows a variety of geometries to be exactly specified, and avoids any geometric modelling errors. The procedure only requires minimum discretisation of the structure as a self-adaptive procedure is used to solve the member equations. The solution technique used enables the complete load–deflection response to be calculated. The paper includes high-accuracy results for a number of examples that can serve as standard benchmarks with a clearly-defined theoretical basis.
ISSN:0045-7949
1879-2243
DOI:10.1016/S0045-7949(00)00171-1