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Development of models for torsion of concrete structures in northern Europe
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-0560-9355
2009 (English)In: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures / [ed] Abdeldjelil (DJ) Belarbi; Yi-Lung Mo; Ashraf S Ayoub, Farmington Hills, MI: American Concrete Institute, 2009, 309-325 p.Conference paper, Published paper (Refereed)
Abstract [en]

The paper describes the development of models for torsion in northern Europe. After an introduction with a few historical notes, early use of nonlinear methods in Scandinavia is presented. The development of failure models for combined torsion, bending and shear is then described as well as the use of truss models. Static and kinematic methods are treated and a discrepancy in the results from different approaches is discussed. A refined model is then presented which unifies the results. Finally, some recent contributions are presented regarding prestressed high strength circular column elements, hollow core slabs and curved bridges.

Place, publisher, year, edition, pages
Farmington Hills, MI: American Concrete Institute, 2009. 309-325 p.
Series
Special Publication, SP 265
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-39725Local ID: e9365690-e407-11de-bae5-000ea68e967bISBN: 978-0-87031-342-4 (print)OAI: oai:DiVA.org:ltu-39725DiVA: diva2:1013242
Conference
ACI Fall 2009 Convention : 08/11/2009 - 12/11/2009
Note
Godkänd; 2009; 20091208 (ysko)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2016-12-07Bibliographically approved

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