Recommendations for proof load testing of reinforced concrete slab bridges
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Bibliographic Details
Author(s): |
Eva Lantsoght
(Politécnico, Universidad San Francisco de Quito, Quito, Ecuador; Concrete Structures, Delft University of Technology, Delft, the Netherlands)
Cor van der Veen (Concrete Structures, Delft University of Technology, Delft, the Netherlands) Dick Hordijk (Concrete Structures, Delft University of Technology, Delft, the Netherlands) Ane de Boer (Rijkswaterstaat, Ministry of Infrastructure and the Environment, Utrecht, the Netherlands) |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017 | ||||
Published in: | IABSE Symposium Vancouver 2017 | ||||
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Page(s): | 346-353 | ||||
Total no. of pages: | 8 | ||||
Year: | 2017 | ||||
DOI: | 10.2749/vancouver.2017.0346 | ||||
Abstract: |
Proof loading of existing bridges is an option to study the capacity when crucial information about the structure is lacking. To define the loading criteria for proof load testing, a review of the literature has been made, finite element models of existing viaducts have been made, and on these viaducts, proof loading tests have been carried out. These bridges were heavily instrumented, to learn as much as possible about the structural behaviour during proof loading. Additional laboratory experiments have been used to develop controlled loading protocols, and to identify which stop criteria can be used for which case. As a result of the analysis and experiments, recommendations are given for proof loading of bridges with respect to the required maximum load and the stop criteria. These recommendations have resulted in a guideline for proof loading of existing reinforced concrete slab bridges for The Netherlands. |
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Keywords: |
guidelines reinforced concrete stop criteria shear flexure field testing slab bridges proof load testing
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