Print Email Facebook Twitter Experimental and Numerical Assessment of Historical Steel-Concrete Composite Bridge Decks Without Mechanical Connectors Title Experimental and Numerical Assessment of Historical Steel-Concrete Composite Bridge Decks Without Mechanical Connectors Author Poliotti, M. (TU Delft Concrete Structures) Yang, Y. (TU Delft Concrete Structures) De Boer, Ane (Municipality of Amsterdam; Ane de Boer Technisch Advies) Contributor Ilki, Alper (editor) Çavunt, Derya (editor) Çavunt, Yavuz Selim (editor) Date 2023 Abstract In old Dutch inner cities like Amsterdam a large number of steel-concrete bridge decks built between 1880 and 1960 remain in service nowadays and currently need assessment of their bearing capacity. A significant number of these decks were designed without any mechanical connectors like shear studs in the interface between concrete and steel. Moreover, the concrete decks were designed with only shrinkage reinforcement in both directions on the top layer of concrete. No additional transverse reinforcement was placed that can ensure proper (re)distribution of loads after cracking. In order to study the bearing capacity of this deck typology, two specimens of an existing bridge were taken to the Stevin Lab of TU Delft and tested until failure. In this work, the experimental results of both tests are presented. Then, finite element models including nonlinear behaviour of the materials and the interface are presented and compared with the experimental observations. Experimental results show that the bearing capacity is achieved after yielding of the steel beams. Nevertheless, the ductility and transverse load distribution of the elements is affected by the interface behaviour and the poor detailing. The finite element simulation strategy used shows good agreement with the experiment and can be used for future assessments. Subject Experimental testingHistorical bridgeInterface behaviourNL-FEMSteel-concrete-composite To reference this document use: http://resolver.tudelft.nl/uuid:5f1b0d12-fc13-4ac0-a0d6-212330c570b1 DOI https://doi.org/10.1007/978-3-031-32519-9_169 Publisher Springer Embargo date 2023-12-01 ISBN 978-3-031-32518-2 Source Building for the Future: Durable, Sustainable, Resilient: Proceedings of the Symposium 2023 - Volume 1, 349 Event International Symposium of the International Federation for Structural Concrete, fib Symposium 2023, 2023-06-05 → 2023-06-07, Istanbul, Turkey Series Lecture Notes in Civil Engineering, 2366-2557, 349 LNCE Bibliographical note Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. Part of collection Institutional Repository Document type conference paper Rights © 2023 M. Poliotti, Y. Yang, Ane De Boer Files PDF 978_3_031_32519_9_169.pdf 3.61 MB Close viewer /islandora/object/uuid:5f1b0d12-fc13-4ac0-a0d6-212330c570b1/datastream/OBJ/view