Bond stress-slip behavior of steel fibers embedded in ultra high performance concrete

18th European Conference on Fracture: Fracture of Materials and Structures from Micro to Macro Scale

Volumn , Issue , 2010, Pages

  Wille, K ^a,b   Naaman, A E ^b  

^a UNIVERSITY OF CONNECTICUT   (United States)

^b UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Bond slip hardening; High strength steel fiber; Pull out; UHPC

Indexed keywords

BOND BEHAVIOR; BOND SLIPS; BRASS-COATED STEELS; EQUIVALENT BONDS; FIBER SURFACE; FINE SAND; HIGH STRENGTH; MATRIX COMPOSITION; NORMAL STRENGTH CONCRETES; PARTICLE PACKING DENSITY; PHYSICO-CHEMICALS; PULL OUT; UHPC; ULTRA HIGH PERFORMANCE CONCRETES; ULTRA-HIGH-PERFORMANCE FIBER-REINFORCED CONCRETE;

BRASS; CHEMICAL BONDS; COMPRESSIVE STRENGTH; FRACTURE; FRACTURE MECHANICS; HARDENING; HIGH PERFORMANCE CONCRETE; HIGH STRENGTH STEEL; REINFORCED CONCRETE;

STEEL FIBERS;

EID: 84870973101     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

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7. Wille, K., Naaman, A. E. and G. J. Parra-Montesinos: Ultra high performance concrete with compressive strength exceeding 150 MPa (22 ksi): A simpler way, in ACI Materials Journal, 2009, accepted.
8. Kim, D., El-Tawil, S. and A. E. Naaman: Loading Rate Effect on Pullout Behavior of Deformed Steel Fibers, in ACI Materials Journal, 2008, pp. 576-584.
9. Wille, K., Naaman, A. E. and G. J. Parra-Montesinos: Ultra High Performance Concrete with Compressive Strength Exceeding 150 MPa (22 ksi): A Simpler Way, Department of Civil and Environmental Engineering, University of Michigan, 2009, 47 pp.
10. Tabor, D.: Mohs's Hardness Scale-A Physical Interpretation, in Proc. Phys. Soc. B 67 249, 1954, pp. 249-257.