Fiber reinforced high-performance concrete beams: Material and structural behavior

American Concrete Institute, ACI Special Publication

Volumn SP-182, Issue , 1999, Pages 29-51

  Marazzini, Maddalena ^a   Rosati, Gianpaolo ^a  

^a POLITECNICO DI MILANO   (Italy)

Author keywords

Bond; Concretes; Cracking; Hollow core slabs; Steel fibers; Structural ductility; Tensile behavior; Test methods (concrete)

Indexed keywords

BENDING TESTS; CONCRETE BEAMS AND GIRDERS; CONCRETE TESTING; DUCTILITY; HIGH PERFORMANCE CONCRETE; REINFORCED CONCRETE; REINFORCED PLASTICS; REINFORCEMENT; STRESS-STRAIN CURVES; TENSILE TESTING;

BEAM MATERIAL; BOND; CONCRETE BEAM; FIBER REINFORCED HIGH-PERFORMANCE CONCRETES; HOLLOW-CORE SLABS; MATERIAL BEHAVIOUR; STRUCTURAL DUCTILITY; TENSILE BEHAVIORS; TEST METHOD; TEST METHOD (CONCRETE);

STEEL FIBERS;

EID: 85057592705     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. BENTUR A. and MINDESS S., "Fiber-Reinforced Cementitious Composites",Elsevier Applied Science, London and New York, 1990.
2. BALAGURU N. and SHAH S. P., "Fiber-Reinforced Cement Composites", McGraw-Hill, 1992.
3. BACHE H. H., "Densified Cement/Ultrafine Particle-Based Materials", Second International Conference on Superplasticizers in Concrete, June 1981, Ottawa, Canada, CBL Report No. 40, Aalborg Portland, 33 pp.
4. VAN MIER J.G.M., STANG H. and RAMAKRISHNAN V., "Practical structural applications of FRC and HPFRCC", Proceedings of the Second International Workshop on "High-Performance Fiber-Reinforced Cement Composites", Ann Arbor, USA, June 11-14, 1995, pp. 443-459.
5. BIOLZI L., GUERRINI G. and ROSATI G., "Overall structural behavior of high-strength concrete specimens", Construction and Building Materials, No 12, 1997, pp. 57-63.
6. NAAMAN A. E:, PARAMASIVAM P., BALAZS G., BAYASI Z. M., EIBL J., ERDELYI L., HASSOUN N. M., KRSTULOVIC O. N., LI V. C. and LOHRMANN G„ "Reinforced and prestressed concrete using HPFRCC matrices", Proceedings of the Second International Workshop on "High-Performance Fiber-Reinforced Cement Composites", Ann Arbor, USA, June 11-14, 1995, pp. 291-347.
7. FELICETTI R., GAMBAROVA P.G., ROSATI G., CORSI F. and GIANNUZZI G., "Residual Mechanical Properties of High-Strength Concretes Subjected to High-Temperature Cycles", Proc. of 4th Int. Symposium on Utilization of HS/HP Concrete, Paris, June 1995, pp. 579-588.
8. ROSATI G., SCHUMM C. and FERRARA G., "Evaluation of objective stress-c.o.d. relationship for cracked concrete under tension", US-Europe Workshop on Fracture and Damage in Quasibrittle Structures, E&F Spoon, Prague, Czech Republic, 1994, pp. 183-190.
9. ROSATI G. and SCHUMM C. E., "An identification procedure of fracture energy in concrete: mathematical modeling and experimental verification", Fracture Processes in Brittle Disordered Materials, RILEM Int. Conf., Noordwijk, The Netherlands, 1991, pp. 533-542.
10. BIOLZI L., GAMBAROVA P.G., ROSATI G. and SCHUMM C.,E., "On fracture and size effect in concrete beams", EURO-C 1994 on Computational Modeling of Concrete Structures, March 22-25, 1994, Innsbruck, Austria, 1994, pp. 53-62.
11. ROSATI G. and SCHUMM C.,E., "Modeling of the stress intensification at a pointed-notch tip under tension and bending", Studi e Ricerche,V. 13, School for the Design of R/C Structures, Milan University of Technology, Milan, Italy, 1992, pp. 241-259.