Recommendations for Finite Element Analysis for Design of Reinforced Concrete Bridges
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Détails bibliographiques
| Auteur(s): |
Mario Plos
(Chalmers University of Technology, Göteborg, Sweden)
Costin Pacoste (ELU konsult/Royal Institute of Technology, Stockholm, Sweden) Morgan Johansson (ÅF/ Chalmers University of Technology, Göteborg, Sweden) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
| Publié dans: | IABSE Congress Stockholm, 2016 | ||||
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| Page(s): | 2038-2041 | ||||
| Nombre total de pages (du PDF): | 4 | ||||
| Année: | 2016 | ||||
| DOI: | 10.2749/stockholm.2016.2046 | ||||
| Abstrait: |
The finite element method is increasingly used for design of reinforced concrete structures. Three- dimensional finite element (FE) analysis can provide more accurate structural analysis, but to use its full strength in daily design a number of critical issues have been addressed. Practical guidelines are provided for detailed design of reinforced concrete slabs. Recommendations are given on linear FE modelling, e.g. regarding geometry, support conditions and mesh density, as well as on the use of analysis results, e.g. regarding stress concentrations, choice of critical sections and redistribution widths for practical reinforcement design. |
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