Stability of Corrugated Arches under External Pressure

Stability of Corrugated Arches under External Pressure

A method of analyzing the stability and post-buckling behavior of corrugated arches is proposed. It involves solving a nonlinear system of first-order differential equations with the method of incremental loading. The boundary-value problem for increments is solved with the discrete-orthogonalizatio...

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Veröffentlicht in:International applied mechanics 2013-03, Vol.49 (2), p.211-219
1. Verfasser: Semenyuk, N. P.
Format: Artikel
Sprache:eng
Schlagworte:
Applications of Mathematics
Arches
Boundary value problems
Classical Mechanics
Corrugating
Differential equations
Dynamical systems
External pressure
Mathematical analysis
Physics
Physics and Astronomy
Stability
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Zusammenfassung:A method of analyzing the stability and post-buckling behavior of corrugated arches is proposed. It involves solving a nonlinear system of first-order differential equations with the method of incremental loading. The boundary-value problem for increments is solved with the discrete-orthogonalization method. The results obtained show that the behavior of corrugated arches is essentially different from that of circular arches
ISSN:1063-7095
1573-8582
DOI:10.1007/s10778-013-0561-2