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.
of existing reinforced concrete slab bridges for The Netherlands.
Original language | English |
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Title of host publication | 39th IABSE Symposium – Engineering the Future |
Subtitle of host publication | September 21-23 2017, Vancouver, Canada |
Number of pages | 9 |
Publication status | Published - 2017 |
Event | 39th IABSE Symposium: Engineering the Future - Vancouver, Canada Duration: 21 Sept 2017 → 23 Sept 2017 Conference number: 39 https://www.iabse2017.org/ |
Conference
Conference | 39th IABSE Symposium |
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Abbreviated title | IABSE Vancouver 2017 |
Country/Territory | Canada |
City | Vancouver |
Period | 21/09/17 → 23/09/17 |
Internet address |
Keywords
- guidelines
- proof load testing
- field testing
- reinforced concrete
- stop criteria
- flexure
- slab bridges
- shear