Authors: W. Baumgartner
Addresses: Lehrstuhl fur Baumechanik, Technische Universitat Munchen, Munich, Germany
Abstract: To describe the behaviour of a bridge with a crossing vehicle (MDOF) using FE analysis, a method is used based on a commercial software package. The connection between a bridge and a vehicle whose location is variable by time can be realized as a Lagrange condition within the equation of variation. The numerical results are used for a discussion of influence parameters representing the roughness of the road surface and of dynamic measurements performed at a bridge. As an example, the calculated dynamic stress time function and the dynamic portion based on a measured strain record are compared.
Keywords: bridge dynamics; simulation; finite element analysis; FEA; vehicle infrastructure interaction; heavy vehicles.
International Journal of Heavy Vehicle Systems, 1999 Vol.6 No.1/2/3/4, pp.1 - 12
Published online: 18 Jun 2013 *Full-text access for editors Access for subscribers Purchase this article Comment on this article