Effect of slag on the performance of concretes in hydrocarbon fire

American Concrete Institute, ACI Special Publication

Volumn , Issue 255 SP, 2008, Pages 23-45

  Guerrieri, M ^a   Sanjayan, J ^a   Collins, F ^b  

^a MONASH UNIVERSITY   (Australia)

^b Monash University ^*

Author keywords

Activated slag; Hydrocarbon fire; Moisture clog; Spalling; Thermal gradient

Indexed keywords

ACTIVATED SLAG; CONCRETE SPECIMENS; EXPLOSIVE SPALLING; GRANULATED BLAST-FURNACE SLAGS; HIGH THERMAL; HYDROCARBON FIRE; MOISTURE CONTENTS; ORDINARY PORTLAND CEMENT;

CEMENT MANUFACTURE; COCHANNEL INTERFERENCE; CONCRETE BLOCKS; CONCRETE SLABS; CONCRETES; EXPLOSIVES; FIREPROOFING; FIRING (OF MATERIALS); FLAMMABILITY TESTING; HYDROCARBONS; MOISTURE; PORTLAND CEMENT; SLAGS; SPALLING; THERMAL GRADIENTS; THERMOANALYSIS;

FIRES;

EID: 70349139698     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (34)

1. Handoo, S. K., Agarwal, S., and Agarwal, S. K., "Physicochemical, Mineralogical, and Morphological Characteristics of Concrete Exposed to Elevated Temperatures," Cement and Concrete Research,V. 32, No.7, 2002, pp. 1009-1018. (Pubitemid 34614035)
2. ASTM E119-07a: "Standard Test Methods for Fire Tests of Building Construction and Materials," American Society for Testing and Materials, 2007.
3. ISO 834-1: "Fire Resistance Tests - Elements of Building Construction - Part 1: General Requirements," International organization for standardization, 1999.
4. Crozier, D. A., and Sanjayan, J. G., "Tests of Load-Bearing Slender Reinforced Concrete Walls in Fire," ACI Structural Journal, V. 97, No.2, 2000, pp. 243-251.
5. Hertz, K. D., "Limits of Spalling of Fire Exposed Concrete," Fire Safety Journal, V. 38, No.2, 2003, pp. 103- 116.
6. Bilodeau, A., Kodur, V. K. R., and Hoff, G. C., "Optimization of the Type and Amount of Polypropylene Fibers for Preventing the Spalling of Lightweight Concrete Subjected to Hydrocarbon Fire," Cement and Concrete Composites,V. 26, No.2, 2004, pp. 163-174.
7. Khoury, G. A., "Effect of Fire on Concrete and Concrete Structures," Progress. In Structural. Engineering Materials, V. 2, 2000, pp. 429-447.
8. Ulm, F. J., Coussy, O., et al., "The Chunnel Fire. I: Chemoplastic Softening in Rapidly Heated Concrete," Journal of Engineering Mechanics, V. 125, No.3, 1999, pp 272-282.
9. Khatri, R. P., Bucea, L., and Sirivivatnanon, V., "Protection for Concrete Tunnel Lining from Fire," Proceedings of the 22nd Biennial Conference of the Concrete Institute of Australia, Melbourne, Victoria, 16-19 October, 2005.
10. Shorter, G. W., and Harmathy, T. Z., "Discussion of the Fire Resistance of Prestressed Concrete Beams," Proceedings of the Institution of Civil Engineers, V. 20, 1961, pp. 313-315.
11. Bazant, Z. P., "Analysis of Pore Pressure, Thermal Stresses and Fracture in Rapidly Heated Concrete," Proceedings of the International Workshop on Fire Performance of High Strength Concrete, NIST publ. 919, ed. Pham, L. T., 1997, Gaithersburg, Md., 155-164.
12. Ulm, F. J., Coussy, O., and Bazant, Z. P., "The "Chunnel Fire: Chemoplastic Softening in Rapidly Heated Concrete," Journal of Engineering Mechanics, V. 125, No. 3, 1999, pp. 272-282.
13. Nechnech, W., Meftah, F., and Reynouard, J. M., "An Elasto Plastic Damage for Plain Concrete Subjected to High temperatures," Engineering Structures, V. 24, 2002, pp. 597-611. (Pubitemid 34444027)
14. Phan, L. T., Carino, N. J., Duthinh, D., and Garboczi, E. J., "International Workshop on Fire Performance of High Strength Concrete," NIST publ. 919, ed. Pham, L. T., 1997, Gaithersburg, Md., 155-164.
15. Harmathy, T. Z., "Fire Safety Design in Concrete," Longman Scientific and Technical, Essex, 1993.
16. Schrefler, B. A., Brunello, P., et al, "Concrete at High Temperature with Application to Tunnel Fire," Computational Mechanics,V. 29, No.1, 2002, pp 43-51. (Pubitemid 34882303)
17. Gawin, D., Pesavento F., and Schrefler BA., "A Fully Coupled Multiphase F. E Model of Hydro-thermomechanical Behaviour of Concrete at High Temperature," Proceedings of IV World Congress on Computational Mechanics, Buenos Aires, 1998.
18. Gawin D., Schrefler B. A., "Numerical analysis of hydro-thermic behaviour and damage of concrete at high temperature," Mech. Cohesive-Frictional Materials, V. 4, 1999, pp. 37-74.
19. Gawin D., Schrefler B. A., "Modeling of Hydro-Thermal Behaviour and Damage of Concrete at Temperature above the Critical Point of Water," International Journal for Numerical and Analytical Methods in Geomechanics, V. 26, No.6, 2002, pp. 537-562. (Pubitemid 34495174)
20. Pesavento, F., "Non-linear Modeling of Concrete as Multiphase Porous Material in High Temperature Conditions," Padova, University of Padova. PhD. 2000.
21. Sanjayan, J. G. and Stocks, L. J., "Spalling of High Strength Silica Fume Concrete in Fire," ACI Materials Journal, V. 90, No.2, 1993, pp. 170-173. (Pubitemid 23635493)
22. Phan, L. T. and Carino, N. J., "Mechanical Properties of High Strength Concrete at Elevated Temperatures," NISTIR 6726, Building and Fire Research Laboratory, National Institute of Standards and Technology, Gaithersburg, Maryland, 2001.
23. Shoaiba, M. M., Ahmed, S. A., Balaha, M. M., "Effect of Fire and Cooling Mode on the Properties of Slag Mortars," Cement and Concrete Research,V. 31, No.11, 2001, pp, 1533-1538. (Pubitemid 33149309)
24. Bakharev, T., Sanjayan, J. G., and Y. B. Cheng., "Microstructure and Properties of Alkali-Activated Slag Concrete," Journal of the Australasian Ceramic Society, V. 37, No.1, 2001, pp 115-120.
25. Talling, B., and Brandstetr, J., Proceedings of the 3rd International Conference on Fly Ash, Slag, and Natural Pozzolans in Concrete, Trondheim, Norway, 1989.
26. Collins, F. G., "High Early Strength Concrete Using Alkali Activated Slag," Civil Engineering. Melbourne, Australia, Monash University. PhD. 1999
27. Collins, F. G., and Sanjayan, J. G., "Workability and Mechanical Properties of Alkali-Activated Slag Concrete," Cement and Concrete Research,V. 29, No.3, 1999, pp. 455-458.
28. Hakkinen, T., "Properties of Alkali-Activated Slag Concrete," Technical Research Center of Finland Research Notes, No.540, 1986, 62 pp.
29. Bakharev, T., "Alkali Activated Slag Concrete: Chemistry, Microstructure and Durability," Civil Engineering. Melbourne, Australia, Monash University. PhD. 2000.
30. Bakharev, T., Sanjayan, J.G., et al. "Alkali Activation of Australian Slag Cements," Cement and Concrete Research,V. 29, No.1, 1999, pp. 113-120.
31. Collins, F. and J. G. Sanjayan, "Early Age Strength and Workability of Slag Pastes Activated by Sodium Silicates," Magazine of Concrete Research,V. 53, No.5, 2001, pp. 321-326. (Pubitemid 34097208)
32. Mendes, A., Sanjayan J. G., Collins, F. G., "Phase Transformations and Mechanical Strength of OPC/Slag Pastes Submitted to High Temperatures," Material Structures, RILEM publication, OnlineFirst 〈DOI: http://dx.doi.org/10.1617/s11527-007-9247-8〉, 2007.
33. Collins, F. G., and Sanjayan, J. G., "Effect of Pore Size Distribution on Drying Shrinkage Of Alkali Activated Slag Concrete," Cement and Concrete Research, Vol.30, Issue.9, 2000, pp. 1401-1406. (Pubitemid 32022394)
34. Collins, F. G., Sanjayan, J. G., "Microcracking and Strength Development of Alkali Activated Slag Concrete," Cement and Concrete Composites, Vol.23, Issue.4-5, 2001, pp. 345-352.