Abstract
New codes for the design of concrete structures in The Netherlands give designers the opportunity to utilize the possibilities of partial prestressed concrete. It will be possible in bridge construction to combine prestressing and reinforcement so that the result will be optimal; technically and economically. In order to learn about the behaviour of a concrete box girder bridge when it is overloaded to the ultimate limit state, non-linear calculations were made using DIANA. Two different models were made: one model as a combination of shell and solid elements and one model of beam elements. The results of the calculations are similar.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsPreview
Unable to display preview. Download preview PDF.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1994 Springer Science+Business Media Dordrecht
About this paper
Cite this paper
de Boer, A., Kaptijn, N., Naaktgeboren, N.M. (1994). Design and Analysis of a Prestressed Concrete Box Girder. In: Kusters, G.M.A., Hendriks, M.A.N. (eds) DIANA Computational Mechanics ‘94. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-1046-4_30
Download citation
DOI: https://doi.org/10.1007/978-94-011-1046-4_30
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-4454-7
Online ISBN: 978-94-011-1046-4
eBook Packages: Springer Book Archive