Bridges tested to failure in Sweden
Five bridges of different types have been tested to failure and the results have been compared to analyses of the load-carrying capacity using standard code models and advanced numerical methods. The results may help to make accurate assessments of similar existing bridges. There it is necessary to...
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Luleå tekniska universitet, Byggkonstruktion och brand
2018
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ftluleatu:oai:DiVA.org:ltu-72378 2023-05-15T17:04:14+02:00 Bridges tested to failure in Sweden Täljsten, Björn Blanksvärd, Thomas Sas, Gabriel Bagge, Niklas Nilimaa, Jonny Popescu, Cosmin Elfgren, Lennart Carolin, Anders Häggström, Jens 2018 application/pdf http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-72378 eng eng Luleå tekniska universitet, Byggkonstruktion och brand Trafikverket, Luleå, Sweden International Association for Bridge and Structural Engineering (IABSE) IABSE Symposium Report 111 IABSE Conference Copenhagen 2018 : Engineering the Past, to Meet the Needs of the Future, p. 64-70 http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-72378 info:eu-repo/semantics/openAccess Test to failure bridges of concrete and steel Assessment Strengthening Monitoring Bending Shar Torsion Bond Fatigue Carbon Fibre Reinforced Polymers (CFRP) Infrastructure Engineering Infrastrukturteknik Conference paper info:eu-repo/semantics/conferenceObject text 2018 ftluleatu 2022-10-25T20:56:37Z Five bridges of different types have been tested to failure and the results have been compared to analyses of the load-carrying capacity using standard code models and advanced numerical methods. The results may help to make accurate assessments of similar existing bridges. There it is necessary to know the real behaviour, weak points, and to be able to model the load-carrying capacity in a correct way.The five bridges were: (1) a strengthened one span concrete road bridge - Stora Höga (2) a one span concrete rail trough bridge loaded in fatigue – Lautajokk; (3) a two span strengthened concrete trough railway bridge - Övik; (4) a one span railway steel truss bridge -Åby; and (5) a five span prestressed concrete road bridge - Kiruna. The unique results in the paper are the experiences of the real failure types, the robustness/weakness of the bridges, and the accuracy and shortcomings/potentials of different codes and models for safety assessment of existing structures ISBN för värdpublikation: 978-1-5108-9208-8 Conference Object Kiruna Luleå University of Technology Publications (DiVA) Kiruna |
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Luleå University of Technology Publications (DiVA) |
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ftluleatu |
language |
English |
topic |
Test to failure bridges of concrete and steel Assessment Strengthening Monitoring Bending Shar Torsion Bond Fatigue Carbon Fibre Reinforced Polymers (CFRP) Infrastructure Engineering Infrastrukturteknik |
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Test to failure bridges of concrete and steel Assessment Strengthening Monitoring Bending Shar Torsion Bond Fatigue Carbon Fibre Reinforced Polymers (CFRP) Infrastructure Engineering Infrastrukturteknik Täljsten, Björn Blanksvärd, Thomas Sas, Gabriel Bagge, Niklas Nilimaa, Jonny Popescu, Cosmin Elfgren, Lennart Carolin, Anders Häggström, Jens Bridges tested to failure in Sweden |
topic_facet |
Test to failure bridges of concrete and steel Assessment Strengthening Monitoring Bending Shar Torsion Bond Fatigue Carbon Fibre Reinforced Polymers (CFRP) Infrastructure Engineering Infrastrukturteknik |
description |
Five bridges of different types have been tested to failure and the results have been compared to analyses of the load-carrying capacity using standard code models and advanced numerical methods. The results may help to make accurate assessments of similar existing bridges. There it is necessary to know the real behaviour, weak points, and to be able to model the load-carrying capacity in a correct way.The five bridges were: (1) a strengthened one span concrete road bridge - Stora Höga (2) a one span concrete rail trough bridge loaded in fatigue – Lautajokk; (3) a two span strengthened concrete trough railway bridge - Övik; (4) a one span railway steel truss bridge -Åby; and (5) a five span prestressed concrete road bridge - Kiruna. The unique results in the paper are the experiences of the real failure types, the robustness/weakness of the bridges, and the accuracy and shortcomings/potentials of different codes and models for safety assessment of existing structures ISBN för värdpublikation: 978-1-5108-9208-8 |
format |
Conference Object |
author |
Täljsten, Björn Blanksvärd, Thomas Sas, Gabriel Bagge, Niklas Nilimaa, Jonny Popescu, Cosmin Elfgren, Lennart Carolin, Anders Häggström, Jens |
author_facet |
Täljsten, Björn Blanksvärd, Thomas Sas, Gabriel Bagge, Niklas Nilimaa, Jonny Popescu, Cosmin Elfgren, Lennart Carolin, Anders Häggström, Jens |
author_sort |
Täljsten, Björn |
title |
Bridges tested to failure in Sweden |
title_short |
Bridges tested to failure in Sweden |
title_full |
Bridges tested to failure in Sweden |
title_fullStr |
Bridges tested to failure in Sweden |
title_full_unstemmed |
Bridges tested to failure in Sweden |
title_sort |
bridges tested to failure in sweden |
publisher |
Luleå tekniska universitet, Byggkonstruktion och brand |
publishDate |
2018 |
url |
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-72378 |
geographic |
Kiruna |
geographic_facet |
Kiruna |
genre |
Kiruna |
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Kiruna |
op_relation |
IABSE Symposium Report 111 IABSE Conference Copenhagen 2018 : Engineering the Past, to Meet the Needs of the Future, p. 64-70 http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-72378 |
op_rights |
info:eu-repo/semantics/openAccess |
_version_ |
1766058299920220160 |