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Effect of tension softening of concrete on the tension stiffening of rebars in plain and fibrous concrete
Luleå tekniska universitet.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
1998 (English)In: Fracture mechanics of concrete structures / [ed] Keitetsu Rokugo; Hirozo Mihashi, AEDIFICATIO Publishers , 1998, Vol. Vol. 3, Structural applications and size effect, 1547-1556 p.Conference paper (Refereed)
Abstract [en]

Tension stiffening effect on rebars embedded in concrete prisms are investigated through computational as well as analytical methods and compared with experimental results. Both metallic (steel) and non-metallic (polyolefin and carbon) fibres of different dimensions are used in high-strength concrete. The softening behaviour of concrete determined by a uniaxial tensile procedure, was used in FEM and analytical models. The tension stiffening effect may be more dependent on the tensile behaviour of the concrete than on a relative slip between rebar and concrete

Place, publisher, year, edition, pages
AEDIFICATIO Publishers , 1998. Vol. Vol. 3, Structural applications and size effect, 1547-1556 p.
Research subject
Structural Engineering; Construction Engineering and Management
Identifiers
URN: urn:nbn:se:ltu:diva-35610Local ID: a34d0f60-2299-11dd-ac76-000ea68e967bISBN: 3-931681-24-6OAI: oai:DiVA.org:ltu-35610DiVA: diva2:1008863
Conference
International Conference on Fracture Mechanics of Concrete and Concrete Structures : 12/10/1998 - 16/10/1998
Note
Godkänd; 1998; Bibliografisk uppgift: The present proceedings of three volumes contain the invited and submitted contributions to the third International Conference on Fracture Mechanics of Concrete and Concrete Structures (FRAMCOS-3) held in Gifu, Japan during October 12-16, 1998; 20080515 (ysko)Available from: 2016-09-30 Created: 2016-09-30Bibliographically approved

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ReferencesLink to record
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