Some Problems Of Bridge Contact Analysis Using MARC
Author(s)
Z. M. Bzymek and J. Dierbevger
Abstract
Some problems of bridge contact analysis
Using MARC
Z.M. Bzymekl & J. Dierberger2
1 Department of Mechanical Engineering,
University of Connecticut, USA.
2 MSC Sofmare until May 7, 2002, presently Pratt and Whitney
United Technologies Corporation, Connecticut, USA
Abstract
This paper describes a static analysis of stresses and deformations of a bridge
composed of a beam supported on an arch, as a small vehicle crosses over. The
bridge is designed for pedestrian traffic and a small van such as an ambulance.
It is assumed that the structure of the bridge would be made of reinforced
concrete. The dimensions are assumed to be similar to the Val Tschiel bridge.
It is also assumed that the van is in contact with the bridge all the time and that
the load of the van is passed to the structure by four wheels. As the position of
the van changes by small increments along the length of the beam, it transfers
its loading to the deck. The analysis is done by means of the MARC solver.
The data was prepared
Keywords
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