Structural behavior of ultra high performance concrete reinforced with steel fibers and rebars

3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings

Volumn , Issue , 2010, Pages

  Fehling, Ekkehard ^a   Leutbecher, Torsten ^a   Stürwald, Simone ^a  

^a UNIVERSITY OF KASSEL   (Germany)

Author keywords

Bond; Fibers; Rebars; Structural behavior; UHPC

Indexed keywords

BONDING; COMPRESSIVE STRENGTH; CONCRETES; CRACKS; DEFORMATION; FIBERS; REINFORCED PLASTICS; REINFORCEMENT; STEEL FIBERS; STRUCTURAL MEMBERS; TENSILE STRAIN; TENSILE STRESS;

BIAXIAL COMPRESSION; DEFORMATION BEHAVIOR; LOAD DEFORMATION BEHAVIOR; REBARS; STRUCTURAL BEHAVIORS; TRANSVERSE TENSILE; UHPC; ULTRA HIGH PERFORMANCE CONCRETES;

HIGH PERFORMANCE CONCRETE;

EID: 84874386283     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. Fehling, E. et al., "Entwicklung, Dauerhaftigkeit und Berechnung Ultra-Hochfester Betone (UHPC), Forschungsbericht DFG FE 497/1-1", Structural Materials and Engineering Series, No. 1, Kassel University, 2005
2. RILEM, Technical Recommendations for the Testing and Use of Construction Materials: RC 6, Bond Test for Reinforcement Steel, 2. Pull-out Test, 1970
3. Leutbecher, T., "Rissbildung und Tragverhalten von mit Stabstahl und Fasern bewehrtem Ultrahochfesten Beton (UHPC)", Structural Materials and Engineering Series, No. 9, Kassel University, 2008
4. Pfyl, T., "Tragverhalten von Stahlfaserbeton", PhD Thesis, ETH Nr. 15005, ETH Zürich, 2003
5. Fehling, E. et al., "Ultra High Performance Concrete (UHPC), Second International Symposium on Ultra High Performance Concrete", Structural Materials and Engineering Series, No. 10, Kassel University, 2008, pp. 569-576