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.
|Status||Gepubliceerd - 1 dec 2003|
|Evenement||2003 Annual Technical Session, and Meeting, Structural Stability Research Council - Baltimore, MD, Verenigde Staten van Amerika|
Duur: 2 apr 2003 → 5 apr 2003
|Congres||2003 Annual Technical Session, and Meeting, Structural Stability Research Council|
|Land/Regio||Verenigde Staten van Amerika|
|Periode||2/04/03 → 5/04/03|