Mechanical properties of steel fibre reinforced and rubberised cement-based mortars

Materials and Design

Volumn 31, Issue 1, 2010, Pages 641-647

  Nguyen, T H ^a   Toumi, A ^a   Turatsinze, A ^a  

^a UNIVERSITÉ PAUL SABATIER   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENT BASED MATERIAL; CEMENT-BASED; COMPRESSIVE TESTS; CRACK OPENING; DIRECT TENSILE TEST; END-OF-LIFE; FIBRE REINFORCED; FIELD EXPERIENCE; HIGH STRAINS; LABORATORY TEST; MATERIAL STRENGTH; MECHANICAL RESPONSE; MINERAL AGGREGATE; MODULUS OF ELASTICITY; POST-PEAK; POST-PEAK STRENGTH; REPAIR WORKS; RESISTANCE TO CRACKING; RUBBER AGGREGATES; STEEL FIBRE; STRAIN CAPACITIES; SUITABLE SOLUTIONS; SYNERGETIC EFFECT; YOUNG'S MODULUS;

AGGREGATES; CEMENTS; COMPRESSIVE STRENGTH; CRACKS; DURABILITY; ELASTIC MODULI; ELASTICITY; FIBERS; MECHANICAL PROPERTIES; MINING; MORTAR; PLASTER; REINFORCEMENT; REPAIR; RUBBER; SHOTCRETING; STEEL; STRAIN; TENSILE TESTING;

TENSILE STRENGTH;

EID: 69749117960     PISSN: 02641275     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.matdes.2009.05.006     Document Type: Article

References (18)

1. Granju J.-L. Thin bonded overlays: about the role of fibre reinforcement on the limitation of their debonding. Adv Cem Based Mater 4 1 (1996) 7-21
2. Chanvillard G., Aitcin P.-C., and Lupien C. Field evaluation of steel fibre reinforced concrete overlay with various bonding mechanisms. Transport Res Rec 1226 (1989) 48-56
3. Grandhaie P, Granju J-L, Ringot E. Durability of pavement repairs, point of view about the role of fibres. In: 5th International conference on concrete pavement design and rehabilitation, Purdue University, USA, vol. 2. p. 195-202.
4. Tran Q.-T., Toumi A., and Granju J.-L. Experimental and numerical investigation of the debonding interface between an old concrete and an overlay. Mater Struct 39 (2006) 379-389
5. Tran Q.-T., Toumi A., and Turatsinze A. Thin bonded cement-based overlays: numerical analysis of factors influencing their debonding under fatigue loading. Mater Struct 41 (2008) 951-967
6. Turatsinze A., Granju J.-L., Sabathier V., and Farhat H. Durability of bonded cement-based overlays: effect of metal fibre reinforcement. Mater Struct 38 (2005) 321-327
7. Balouch S.-U., and Granju J.-L. Corrosion of different types of steel fibres in SFRC and testing of corrosion inhibitors. Infrastructure regeneration and rehabilitation - improving the quality of life through better construction. A vision for the next millennium, proceedings of an international conference (1999), Sheffield Academic Press, Sheffield 735-747
8. Turatsinze A., Bonnet S., and Granju J.-L. Mechanical characterisation of cement-based mortar incorporating rubber aggregates from recycled worn tyres. Build Environ 40 (2005) 221-226
9. Segre N., and Joekes I. Use of tire rubber particles as addition to cement paste. Cem Concr Res 30 (2000) 1421-1425
10. Benazzouk A., Mezreb K., Doyen G., Goullieux A., and Quneudec M. Effect of rubber aggregates on the physico-mechanical behaviour of cement-rubber composites - influence of the alveolar texture of rubber aggregates. Cem Concr Compos 25 (2003) 711-720
11. Topçu B. The properties of rubberized concretes. Cem Concr Res 25 2 (1995) 304-310
12. Li Z., Li F., and Li J.S. Properties of concrete incorporating rubber tyre particles. Mag Concr Res 50 4 (1998) 297-304
13. RILEM CPC8. Modulus of elasticity of concrete in compression. Mater Struct; 1972.
14. RILEM TC 162-TDF. Test and design methods for steel fibre reinforced concrete. Mater Struct 2001;34:3-6.
15. Toutandji H.A. The use of rubber tire particles in concrete to replace mineral aggregates. Cem Concr Compos 18 (1996) 135-139
16. Eldin N., and Senouci A.B. Observations on rubberized concrete behaviour. Cem Concr Aggr 15 1 (1993) 74-84
17. Hobbs D.W. The dependence of the bulk modulus, Young's modulus, creep, shrinkage and thermal expansion of concrete upon aggregate volume concentration. Mater Constr 20 4 (1971) 107-114
18. Rilem TC 162-TDF. Test and design methods for steel fibre reinforced concrete. Design of steel fibre reinforced concrete using the sigma-epsilon method: principles and applications. Mater Struct 2002;35:262-78.