Flexural response of reinforced beam with high ductility concrete material

Brittle Matrix Composites 8, BMC 2006

Volumn , Issue , 2006, Pages 263-274

  Szerszen, Maria M ^a   Szwed, Aleksander ^b   Li, Victor C ^a  

^a UNIVERSITY OF MICHIGAN   (United States)

^b WARSAW UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

Composites; Ductility; ECC; Fibers; Flexure; RC; Strain hardening

Indexed keywords

COMPOSITE MATERIALS; CONCRETES; ELASTOPLASTICITY; FIBERS; REINFORCEMENT; STRAIN HARDENING; STRESS-STRAIN CURVES;

CLOSED FORM; CONCRETE MATERIALS; ECC; ELASTIC-PLASTIC MODEL; ENGINEERED CEMENTITIOUS COMPOSITE (ECC); FLEXURAL BEHAVIOR; FLEXURAL RESPONSE; FLEXURE; FRACTURE LOCALIZATION; MOMENT-CURVATURE RELATION; NORMAL CONCRETES; QUANTITATIVE COMPARISON; RC; REINFORCED BEAMS; REINFORCING STEELS; STEEL REINFORCED; STRAIN DUCTILITY; TYPICAL DESIGN; ULTIMATE FLEXURAL CAPACITY;

DUCTILITY;

EID: 84874711121     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Li V.C., Wang S., Wu C: Tensile Strain-Hardening Behavior of PVA-ECC. ACI Materials Journal, V. 98, No. 6, pp. 483-492, 2001.
2. Wang S., Li V.C.: Polyvinyl Alcohol Fiber Reinforced Engineered Cementitious Composites: Material Design and Performances. Proc. of International Workshop on HPFRCC Structural Applications, Hawaii, May 2005.
3. Bosco C, Carpinteri A., Debernardi P.G.: Minimum Reinforcement in High-Strength Concrete. Journal of Structural Engineering, V. 116, No. 2, pp. 427-437, 1990.
4. Fischer, G., and V.C. Li, "Influence of Matrix Ductility on the Tension-Stiffening Behavior of Steel Reinforced Engineered Cementitious Composites (ECC), " ACI Structural J., Vol. 99, No. 1, pp. 104-111, 2002.