Behaviour of high-strength concrete with dolomitic aggregate at high temperatures

Magazine of Concrete Research

Volumn 52, Issue 6, 2000, Pages 399-409

  Janotka, I ^a   Nurnbergerova T ^a   Nad, L ^b  

^a INSTITUTE OF CONSTRUCTION AND ARCHITECTURE   (Slovakia)

^b TECHNICAL UNIVERSITY OF KO ICE   (Slovakia)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE TESTING; HIGH TEMPERATURE EFFECTS; HYDRATES; PHASE COMPOSITION; POROSITY; PORTLAND CEMENT; SILICA; STRENGTH OF MATERIALS;

DOLOMITIC AGGREGATE;

CONCRETE AGGREGATES;

EID: 0343807446     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2000.52.6.399     Document Type: Article

References (29)

1. OKTAR O. N., MORAL H. and TASDEMIR M. A. Factor determining the correlation between concrete properties. Cement and Concrete Research 1996, 26, No. 11, 1629-1637.
2. GUISE S. E., SHORT N. R. and PURKISS J. A. Colour analysis for assessment of fire damaged concrete. Proceedings of the Conference on Concrete in the Service of Mankind, Concrete Repair, Rehabilitation, and Protection, Dundee, 24-26 June 1996, 53-63.
3. BOURNAZEL J. P. and MORANVILLE M. Durability of concrete: The crossword between chemistry and mechanics. Cement and Conrete Research, 1997, 27, No. 10, 1543-1552.
4. TANNER P., ANDRADE C., RIO O. and MORÁN F. Towards a consistent design for durability. Proceedings of the 13th FIP Congress on Challenges for Concrete in the Next Millenium. Amsterdam, 23-29 May 1998, 1025-1028.
5. RILEM TC 129. MHT Test methods for mechanical properties of concrete at high temperatures. Recommendations: part 6 - thermal strain. Materials and Structures. RILEM, 1997, 30, Supplement (March), No. 196, 17-21.
6. DOTREPPE J. C., FRANSSEN J. M., BRULS A., BAUS R., VANDEVELDE P., MINNES R., VAN NIEURVENBURG D. and LAMBOTTE H. Experimental research on the determination of the main parameters affecting the behaviour of reinforced concrete columns under fire conditions. Magazine of Concrete Research, 1997, 49, No. 179, 117-127.
7. FELICETTI R. and GAMBAROVA P. G. Effects of high temperature on the residual compressive strength of high-strength siliceous concretes. ACI Materials Journal, 1998, 95, No. 4, 395-406.
8. JANOTKA I. and JÁVOR T. Strength, elasticity and pore structure development in concrete reactor envelope at various temperatures. Proceedings of the 8th International RILEM Conference on Life Prediction and Ageing Management of Concrete Structures, Bratislava, Slovakia, 6-8 July 1999, pp. 237-246.
9. ICHIKAWA M. and KANAYA M. Effects of minor components and heating rates on the fine textures of alite in Portland cement clinker. Cement and Concrete Research, 1997, 27, No. 7, 1123-1129.
10. ODLER I. and CHEN Y. Effect of cement composition on the expansion of heat-cured cement pastes. Cement and Concrete Research, 1995, 25, No. 4, 853-862.
11. AL-GAHTARI H. J., ABBARI A. G. F. and AL-AMOUDI O. S. B. Concrete mixture design for hot weather: experimental and statistical analysis. Magazine of Concrete Research, 1998, 50, No. 2, 95-105.
12. CHANVILLARD G. and D'ALOIA L. Concrete strength estimation at early ages: modification of the method of equivalent age. ACI Materials Journal, 1997, 94, No. 6, 520-530.
13. DESAI S. B. Design of reinforced concrete beams under fire exposure conditions. Magazine of Concrete Research, 1998, 50, No. 1, 75-83.
14. KIM J.-K., MOON Y.-H. and Eo S.-H. Compressive strength development of concrete with different curing time and temperature. Cement and Concrete Research 1998, 28, No. 12, 1761-1773.
15. ODLER I. and SKALNY J. Hydration of tricalcium silicate at elevated temperatures. Journal of Applied Chemistry and Biotechnology, 1973, 23, 661-667.
16. CONG X. and KIRKPATRICK R. J. Effects of the temperature and relative humidity on the structure of C-S-H gel. Cement and Concrete Research, 1995, 25, No. 6, 1237-1245.
17. 5. Journal of the American Ceramic Society, 1973, 56, No. 2, 73-79.
18. SHAYAN A., QUICK W. and LANCUCKI C. J. Morphological, mineralogical and chemical features of steam-cured concretes containing densified silica fume and various alkali levels. Advances in Cement Research, 1993, 5, No. 20, 151-162.
19. ABO-EL-ENEIN S. A., HANAFI S. and HEKAI E. E. Thermal and physico-chemical studies on ettringite - Part II: Dehydration and thermal stability. Il Cemento, 1998, No. 2, 121-131.
20. KJELLSEN K. O., DETVILER R. J. and GYORO O. E. Development of microstructure in plain pastes hydrated at different temperatures. Cement and Concrete Research, 1991, 21, No. 1, 179-190.
21. ESCALANTE-GARCIA J. I. and SHARP J. H. Effect of temperature on the hydration of the main clinker phases in Portland cements: Part 1, Neat cements. Cement and Concrete Research, 1998, 28, No. 9, 1245-1257.
22. TARONG W. A., LYNSDALE C. J. and CRIPPS J. C. Aggregate-cement paste interface. II: Influence of aggregate physical properties. Cement and Concrete Research, 1998, 28, No. 10, 1253-1465.
23. PENKKALA V and KOMONEN J. Effects of aggregates and microfillers on the flexural properties of concrete. Magazine of Concrete Research, 1997, 49, No. 179, 81-97.
24. KJELLSEN K. O., WALLERIK O. H. and FJALLBERG L. Microstructure and microchemistry of the paste-aggregate interfacial transition zone of high-performance concrete. Advances in Cement Research, 1998, 10, No. 1, 33-40.
25. ESCALANTE-GARCIA J. I. and SHARP J. H. Effect of temperature on the hydration of the main clinker phases in Portland cement: Part II, Blended cements. Cement and Concrete Research, 1998, 28, No. 9, 1259-1274.
26. CSN ISO 6784 Standard. Concrete-Determination of Static Modulus of Elasticity in Compression, 1993, Prague (in Czech).
27. JANOTKA I. and NÜRNBERGEROVÁ T. Concrete behaviour in reactor envelope of nuclear power plant at temperatures up to 200°C. The Arabian Journal for Science and Engineering, 1999, 24, No. 1B, 19-32.
28. JANOTKA I. and NÜRNBERGEROVÁ T. Concrete behaviour in Mochovce reactor envelope at temperatures up to 200°C. Building Research Journal, 1999, 47, No. 2, 143-161.
29. JANOTKA I. and NÜRNBERGEROVÁ T. Thermo-mechanical properties of Penly reactor envelope at temperatures up to 200°C. Materials and Structures, 1999, 32, No. 234, 719-726.