The effect of exposure to elevated temperatures on the fracture energy of plain concrete

Materials and Structures/Materiaux et Constructions

Volumn 29, Issue 6, 1996, Pages 383-388

  Baker, Graham ^a  

^a UNIVERSITY OF QUEENSLAND   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0000174773     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02486347     Document Type: Article

References (17)

1. Mohamedbhai, G.T., 'Effect of exposure time and rates of heating and cooling on residual strength of heated concrete', Mag. Conc. Res. 38 (136) (1986) 151-158.
2. Olsen, N.H., 'Heat-induced explosion in high strength concrete. Report No. 231 Series R. Technical University of Denmark. 1990.
3. Khennane, A. and Baker, G., 'Thermo-plasticity model for concrete under transient temperature and biaxial stress', Proc. Royal Soc. Lond. A 439 (1992) 59-80.
4. Palmer, G. and Baker, G., 'A load-cycling technique for R-curve behaviour: Application to a low cement refractory', Int. Jnl. Fract. 62 (1993) 233-242.
5. Thelandersson, S., 'Effect of high temperature on the tensile strength of concrete', Nordisk Betong (1972).
6. Bazant, Z. and Prat, P., 'Effect of temperature and humidity on fracture energy of concrete', ACI Materials Journal (1988) 262-271.
7. Anderberg, Y. and Thelandersson, S., 'Stress and deformation characteristics of concrete at high temperatures: 2. Experimental investigation and material behaviour model', Bull 54, Lund University of Technology, Lund, Sweden (1976).
8. Ehm, C. and Schneider, U., 'The high temperature behaviour of concrete under biaxial conditions', Cem. & Conc. Res. 15 (1985) 27-34.
9. Van Mier, J.G.M. and Nooru-Mohamed, M.B., 'Fracture of concrete under tensile and shear-like loading', Fracture Toughness and Fracture Energy-Test Methods for Concrete and Rock, eds. Mihashi, Takahashi, & Wittmann. Rotterdam: A.A. Balkema (1989) 549-563.
10. RILEM TC 50-FMC, 'Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams', Mater. Struct. 18 (1985) 285-290.
11. Hillerborg, A., 'Existing methods to determine and evaluate fracture toughness of aggregative materials - RILEM recommendation on concrete', Fracture Toughness and Fracture Energy - Test Methods for Concrete and Rock, eds. Mihashi, Takahashi, & Wittmann. Rotterdam : A.A. Balkema (1989) 145-151.
12. Wittmann, F.H., Mihashi, H. and Nomura, N., 'Size effect on fracture energy of concrete', Engrg. Frac. Mechs. 35 (1-3) (1990) 107-115.
13. Bramcshuber, W and Hilsdorf, H.K., 'Influence of ligament length and stress state on fracture energy of concrete', Engrg. Frac. Mechs. 35 (1-3) (1990) 95-106.
14. Rice, J., Paris, P., Merkle, J., 'Progress in flaw growth and fracture testing.' ASTM STP 536 (1973) 231.
15. Karihaloo, B.L. and Nallathambi, P., 'An improved effective crack model for the determination of fracture toughness of concrete', Cem. & Conc. Res. 19 (1989) 603-610.
16. Schneider, U., 'Concrete at high temperatures - a general review', Fire Safety Jnl. 13 (1988) 55-68.
17. Dias, W.P.S., Khoury, G.A. and Sullivan, P.J.E., 'Mechanical properties of hardened cement paste exposed to temperatures up to 700 C (1292 F)', ACI Mater. Jnl. 87 (2) (1990) 160-166.