Drying shrinkage of fibre-reinforced lightweight aggregate concrete containing fly ash

Cement and Concrete Research

Volumn 29, Issue 11, 1999, Pages 1835-1840

  Kayali, O ^a   Haque, M N ^a   Zhu, B ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETE AGGREGATES; DRYING; ELASTIC MODULI; FIBER REINFORCED MATERIALS; FLY ASH; POLYPROPYLENES; SHRINKAGE; TENSILE STRENGTH;

FIBER REINFORCED LIGHTWEIGHT CONCRETES;

REINFORCED CONCRETE;

EID: 0033342385     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(99)00179-9     Document Type: Article

References (19)

1. Mays G.C., Barnes R.A. The performance of lightweight aggregate concrete structures in service. The Structural Engineer. 69(20):1991;351-361.
2. M. Berra, G. Ferrara, Normal weight and total-lightweight high-strength concretes: A comparative experimental study, in: Proc. of High-Strength Concrete 2d Int. Symp., ACI, SP-121, 1990, pp. 701-733.
3. Neville A.M. Properties of Concrete. 4th ed:1995;Longman, London.
4. U. Nilsen, P.-C. Aitcin, Properties of high-strength concrete containing light-, normal-, and heavyweight aggregate, Cem Concr Aggr 14 (1) (1992) 8-12.
5. Newman J.B. Properties of structural lightweight aggregate concrete. Clarke J.L. Structural Lightweight Aggregate Concrete. 1993;19-44 Chapman and Hall, London.
6. O. Kayali, M.N. Haque, A new generation of lightweight concrete, in: Advances in Concrete Technology, ACI, SP-171, 1997, pp. 569-588.
7. Pfiefer D.W. Fly ash aggregate lightweight concrete. ACI J. 68:1971;213-216.
8. R.N. Swamy, W. Lixian, The ingredients for high performance, in: Ivar Holand et al. (Eds.), Structural Lightweight Aggregate Concrete, Proc. Int. Symp. on Struct. Lightweight Agg. Concr., Sandefjord, Norway, Norwegian Concrete Association, Oslo, 1995, pp. 628-639.
9. Sarkar S., Chandra S., Berntsson L. Interdependence of microstructure and strength of structural lightweight aggregate concrete. Cem Concr Composites. 14:1992;239-248.
10. S.P. Shah, M. Sarigaphuti, M.E. Karaguler, Comparison of shrinkage cracking performance of different types of fibres and wiremesh, in: Fiber Reinforced Concrete Developments and Innovations, ACI, SP-142, 1994, pp. 1-18.
11. N. Banthia, M. Azzabi, M. Pigeon, Restrained shrinkage tests on fiber reinforced cementitious composites, in: Testing of Fiber Reinforced Concrete, ACI, SP-155, 1995, pp. 137-151.
12. N.S. Berke, M.P. Dallaire, The effect of low addition rates of polypropylene fibres on plastic shrinkage cracking and mechanical properties of concrete, in: Fiber Reinforced Concrete Developments and Innovations, ACI, SP-142, 1994, pp. 19-42.
13. Hanus F., Faure J.C., Pfeifer G. High performance lightweight aggregate concrete in blast resisting structures. Yves Malier High Performance Concrete. 1993;495-509 F&FN Spon, London.
14. Theodorakopoulos D.D., Swamy R.N. Contribution of steel fibers to the strength characteristics of lightweight concrete slab-column connections failing in punching shear. ACI Struct J. 90(4):1993;342-355.
15. American Society for Testing and Materials, Annual Book of ASTM Standards, Section 4, V. 4.02, Concrete and Aggregates, 1993.
16. Mor A. Steel-concrete bond in high-strength lightweight concrete. ACI Mater J. 89:1992;76-82.
17. ACI 209R-92, Prediction of creep, shrinkage and temperature effects in concrete structures, ACI Manual of Concrete Practice, Part 1: Materials and General Properties of Concrete, Detroit, Michigan, 1994.
18. R.I. Gilbert, Serviceability considerations and requirements for high performance reinforced concrete slabs, in: B.V. Rangan, A.K. Patnaik (Eds.), Proc. Int. Conf. on HPHSC, School of Civil Engineering, Curtin University of Technology, Perth, Australia, 1998, pp. 425-439.
19. T.W. Reichard, Creep and drying shrinkage of lightweight and normal weight concretes, National Bureau of Standards, Washington, D.C., Monograph 74, 1964.