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Tension of reinforced concrete prisms: bond properties of reinforcement bars embedded in concrete tie elements. Summary of a RILEM round-robin investigation arranged by TC 147-FMB 'Fracture mechanics to anchorage and bond'
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-0560-9355
Luleå tekniska universitet.
2002 (English)In: Materials and Structures, ISSN 1359-5997, E-ISSN 1871-6873, Vol. 35, no 250, p. 318-325Article in journal (Refereed) Published
Abstract [en]

Results are presented from a RILEM Round Robin Investigation. It deals with tension stiffening of reinforcement bars embedded in concrete tie elements. Seven groups of researchers have performed some 50 tests and analyses. Parameters discussed are: cover thickness, crack spacing, bar size, tension stiffening of naked reinforcing bars, and influence of concrete strain softening

Place, publisher, year, edition, pages
2002. Vol. 35, no 250, p. 318-325
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-7738DOI: 10.1007/BF02483150Local ID: 62717b40-71c2-11db-962b-000ea68e967bOAI: oai:DiVA.org:ltu-7738DiVA: diva2:980628
Note
Validerad; 2002; 20061102 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

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