Elastic modulus changes in cementitious materials submitted to thermal treatments up to 1000°C
Source abstract
Abstract
Three categories of cementitious materials (Portland cement pastes, siliceous and calcareous sand mortars, and microconcretes with siliceous sand and silica fume) were subjected to cumulative thermal treatments at temperatures (T) up to 1000°C. Changes in room-temperature elastic modulus E*(T) of heat treated materials were followed by a non-destructive ultrasonic technique at 10 MHz. Each category exhibits specific changes in E*(T)/E*0 plotted against T, where E*0 was the value before heat treatment, irrespective of the water:binder ratio.
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Research context
OpenAlex topics: Fire effects on concrete materials · Concrete and Cement Materials Research · Concrete Properties and Behavior
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Affiliations
Ecole Supérieure de Physique et de Chimie Industrielles F-75231 Paris Cedex 05
Association Technique de l'Industrie des Liants Hydrauliques F-92974 Paris—La Défense
References (31)
Show source-provided references
1. 10.1061/(ASCE)0733-9399(1999)125:3(272)10.1061/(ASCE)0733-9399(1999)125:3(272) ↗
2. 10.1061/(ASCE)0733-9399(1999)125:3(283)10.1061/(ASCE)0733-9399(1999)125:3(283) ↗
3. Sanjayan G. · ACI Materials Journal · 1993 · 90 · 170
4. Nye J. F. · 1985
5. Wachtman J. B. · 1996
6. 10.1017/CBO978051162312710.1017/CBO9780511623127 ↗
7. Morrell R. · 1985
8. 10.1016/0025-5416(85)90235-610.1016/0025-5416(85)90235-6 ↗
9. 10.1007/BF0247321410.1007/BF02473214 ↗
10. 10.1016/S0008-8846(00)00384-710.1016/S0008-8846(00)00384-7 ↗
11. Royer D. · 2000
12. Royer D. · 2000
13. 10.1520/CCA10086J10.1520/CCA10086J ↗
14. 10.1016/0022-5096(63)90060-710.1016/0022-5096(63)90060-7 ↗
15. Marechal J.-C. · 1970 · 495
16. Feraille-Fresnet A. Le rôle de l'eau dans le comportement à haute température des bétons. PhD, thesis, 2000, Ecole Nationale des Ponts et Chaussées, Paris.
17. Abrams M. S. Compressive strength of concrete at temperatures to 1600F. Effect of temperature on concrete, 1973, 33–58, ACI SP 25-2.
18. Lin W.-M. · ACI Materials Journal · 1996 · 199
19. 10.1680/macr.1999.51.4.25510.1680/macr.1999.51.4.255 ↗
20. 10.1016/S0958-9465(98)00034-110.1016/S0958-9465(98)00034-1 ↗
21. 10.1016/S0008-8846(99)00240-910.1016/S0008-8846(99)00240-9 ↗
22. Jahren P. A. · 1989 · 1013
23. Cruz C. R. · 1966 · 1 · 37
24. 10.1680/macr.1970.22.72.14910.1680/macr.1970.22.72.149 ↗
25. 10.1016/0008-8846(80)90072-110.1016/0008-8846(80)90072-1 ↗
26. Hekal E. E. · Silicates Industriels · 2000 · 64 · 163
27. Hekal E. E. · Silicates Industriels · 2000 · 65 · 9
28. Hekal E. · 1997 · 103
29. Masse S.
30. 10.1007/BF0247908510.1007/BF02479085 ↗
31. 10.1007/BF0247398110.1007/BF02473981 ↗