Analysis of a cross-section of a steel-concrete composite beam
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Détails bibliographiques
| Auteur(s): |
Patrícia Vaňová
(Technical University of Kosice, Faculty of Civil Engineering, Kosice, Slovakia)
Daniel Dubecký (Technical University of Kosice, Faculty of Civil Engineering, Kosice, Slovakia) Michala Weissova (Technical University of Kosice, Faculty of Civil Engineering, Kosice, Slovakia) Vincent Kvočák (Technical University of Kosice, Faculty of Civil Engineering, Kosice, Slovakia) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Engineering for Sustainable Development, New Delhi, India, 20-22 September 2023 | ||||
| Publié dans: | IABSE Congress New Delhi 2023 | ||||
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| Page(s): | 1072-1079 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/newdelhi.2023.1072 | ||||
| Abstrait: |
Steel-concrete composite bridges with encased continuous shear connectors are constructions in which the basic mechanical advantages of both materials are effectively used. The cross-section of a steel-concrete composite short-span road bridges is usually of rectangular shape. This paper presents an analysis of such cross-section in order to adjust the ratio and amount of material to make it more environmentally friendly and economic and therefore sustainable. It compares the analytical as well as experimental resistance and displacement of a rectangular and lightened beam cross-section with regards to the amount of materials used. |
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| Mots-clé: |
pont mixte
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