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'

Document identifier: oai:DiVA.org:ltu-7738
Access full text here:10.1007/BF02483150
Keyword: Engineering and Technology, Civil Engineering, Infrastructure Engineering, Teknik och teknologier, Samhällsbyggnadsteknik, Infrastrukturteknik, Structural Engineering, Konstruktionsteknik
Publication year: 2002
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Abstract:

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

Authors

Lennart Elfgren

Luleå tekniska universitet; Byggkonstruktion och -produktion
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Keivan Noghabai

Luleå tekniska universitet
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