Experimental validation of the FE model for dynamic analysis of a composite railway viaduct¿s deck slab

• Type: Article in International Conference Proceedings Book
• Date: 2019

Authors

Joel Malveiro (Author) Other; Carlos Sousa (Author) FEUP; Rui Calçada (Author) FEUP; Diogo Ribeiro (Author) Other

Conference proceedings International

Title: IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report

Pages: 697-704

IABSE Symposium 2019 Guimaraes: Towards a Resilient Built Environment - Risk and Asset Management

27 March 2019 through 29 March 2019

Indexing

Scopus - 0 Citations

Other information

Authenticus ID: P-00Q-K8Z

Abstract (EN): The experimental validation of FE numerical models, performed through the comparison between measured and calculated responses, presents an important step in further detailed calculations or simulation of future scenarios. Several parameters to be taken into account in numerical analyses, such as the cut-off frequency, train speed or damping coefficients, might have a preponderant effect in the success of that validation. Therefore, this paper discusses and evaluates the effect of these parameters in the numerical analyses to be carried out on a FE model of the Alcácer do Sal railway viaduct, under the passage of an Alfa Pendular train with a speed equal to 220 km/h. The dynamic behaviour of the deck slab is evaluated, through a methodology that considers train-bridge interaction, taking into account frequency limits equal to 15, 20 and 30 Hz, small variations in the train speed and two different scenarios of damping coefficients.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 8