An FE-model for analyzing spatial stability of steel arches

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4 Citaten (Scopus)

Samenvatting

The spatial stability of a semi circular steel arch is investigated with a finite element model. A previously performed experiment is simulated. This paper deals with building the FE-model and performing the simulation of the experiment. The objective is to validate the FE-model against the experiment. The results show identical ultimate loads as well as reasonably comparable load - deformation behavior.

Originele taal-2Engels
Pagina's279-298
Aantal pagina's20
StatusGepubliceerd - 1 dec 2003
Evenement2003 Annual Technical Session, and Meeting, Structural Stability Research Council - Baltimore, MD, Verenigde Staten van Amerika
Duur: 2 apr 20035 apr 2003

Congres

Congres2003 Annual Technical Session, and Meeting, Structural Stability Research Council
LandVerenigde Staten van Amerika
StadBaltimore, MD
Periode2/04/035/04/03

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