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Crack formation in two segmentally constructed balanced cantilever box-girder bridges.
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.ORCID iD: 0000-0003-3586-8988
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.
2012 (English)In: fib Symposium 2012: Concrete Structures for Sustainable Community - Proceedings, 2012, 151-154 p.Conference paper (Refereed)
Abstract [en]

Newly constructed box-girder cantilever bridges with continuous spans, revealed extensive cracking in the webs after only two years of service. Continuous spans are complicated to design and secondary restraint moments due to creep, shrinkage and thermal effects develop at the connections. To explain the cause of cracking, the segmental construction sequence was analysed using non-linear finite element modelling, including the time-dependent effects of the evolution of the elastic modulus, shrinkage, creep and relaxation. The results showed that the webs cracked during the construction phase, due to tensioning of the tendons in the flanges. Seasonal temperature variations lead to further crack development.

Place, publisher, year, edition, pages
2012. 151-154 p.
Keyword [en]
Balanced cantilever, Segmental construction, Cracking, Non-linear finite element
National Category
Infrastructure Engineering
Research subject
Civil and Architectural Engineering
Identifiers
URN: urn:nbn:se:kth:diva-190620ScopusID: 2-s2.0-84883351634ISBN: 978-919800981-1OAI: oai:DiVA.org:kth-190620DiVA: diva2:952316
Conference
Concrete Structures for Sustainable Community
Note

QC 20160831

Available from: 2016-08-12 Created: 2016-08-12 Last updated: 2016-08-31Bibliographically approved

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