Hostname: page-component-586b7cd67f-r5fsc Total loading time: 0 Render date: 2024-11-26T05:36:02.397Z Has data issue: false hasContentIssue false
  • English
  • Français

Dynamic Compressive Strength of Cementitious Materials

Published online by Cambridge University Press:  25 February 2011

L. E. Malvern ,
T. Tang ,
D. A. Jenkins  and
J. C. Gong
L. E. Malvern
Affiliation:
Department of Engineering Sciences, University of Florida, Gainesville, Florida, 32611, (904) 392-0961.
T. Tang
Affiliation:
Department of Engineering Sciences, University of Florida, Gainesville, Florida, 32611, (904) 392-0961.
D. A. Jenkins
Affiliation:
Department of Engineering Sciences, University of Florida, Gainesville, Florida, 32611, (904) 392-0961.
J. C. Gong
Affiliation:
Department of Engineering Sciences, University of Florida, Gainesville, Florida, 32611, (904) 392-0961.
Get access

Abstract

Finite-element codes for structural response of reinforced concrete use as a parameter the unconfined compressive strength of the concrete, fc', which is sometimes increased by an arbitrary factor for dynamic loading. The objective of this research is to determine the rate dependence of fc' and eventually to model the rate-dependent constitutive behavior. Results of tests with a small Kolsky bar system and of a newly built larger system on concrete with a maximum aggregate size 1/2 inch are reported with strain rates at the maximum stress from 50 to 800/sec for mortar and from 5 to 120/sec for concrete. An apparent rate dependence up to almost twice the static strength is observed for both. The mortar shows an apparent linear dependence, while the high-strength concrete shows an approximately logarithmic dependence on the strain rate at the maximum stress, over the dynamic range observed. Some questions about specimen size effects and about how much of the apparent strain-rate effect is really a lateral inertia confinement effect are as yet unresolved. Continuing research is focused on observation of the lateral motion to assess lateral inertia effects in unconfined specimens and on passive confinement by steel jackets. Future efforts will be directed toward constitutive modeling.

Type
Articles
Information
MRS Online Proceedings Library (OPL) , Volume 64: Symposium S – Cement-Based Composites: Strain Rate Effects on Fracture , 1985 , 119
Copyright
Copyright © Materials Research Society 1986

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

1. McHenry, D., and Shideler, J. J., ASTM STP 185, 72–82, (1956).Google Scholar
2. Watstein, D., ACI Journal 24, 729–744, (1953).Google Scholar
3. Goldsmith, W., Polivka, M. and Yang, T., Experimental Mechanics 66, 65–69, (1966).Google Scholar
4. Goldsmith, W., Kenner, V. H. and Ricketts, T. E., Proc. ASCE, J. Structural Division, 94, ST7, 1803–1827, (1968).Google Scholar
5. Birkimer, D. L. and Lindemann, R., ACI Journal, Proc., 68, 47–49, and Supplement No. 68-8, 1971.Google Scholar
6. Griner, G. R., Master's Thesis, University of Florida, 1974; G. R. Griner, R. L. Sierakowski and C. A. Ross, Bulletin No. 45, The Shock and Vibration Information Center, NRL, Washington, D. C., June 1974.Google Scholar
7. Sierakowski, R. L., Malvern, L. E., Collins, J. A., Milton, J. E. and Ross, C. A., Final Report, AFOSR Grant No. 77–3209 and AFAL TR-78-9, University of Florida, Gainesville, Florida, November 30, 1977, 109–110.Google Scholar
8. Read, H. E. and Maiden, C. J., Topical Report 3 SR-707, Systems, Science and Software, La Jolla, CA, August 1971.Google Scholar
9. Gregson, V. G., General Motors Materials and Structures Laboratory, Report MSL-70-30, 1971.Google Scholar
10. Takeda, J., Tachikawa, H. and Fujimoto, K., Proceedings of the Symposium on the Mechanical Behavior of Materials, Kyoto, August 21–24, Vol. II., 479–486, (1984).Google Scholar
11. Green, H., Institution of Civil Engineers, Proc. 28, 361–396, (1964).Google Scholar
12. Hughes, B. P. and Gregory, R., Institution of Civil Engineers, Proc. 81, 731–740, (1968).Google Scholar
13. Atchley, B. L. and Furr, H. L., ACI Journal, 745–756, (November 1967).Google Scholar
14. Seabold, R. H., Technical Report R 695, Naval Civil Engineering Lab, Port Hueneme, CA, September 1970.Google Scholar
15. Hughes, B. P. and Gregory, R., Magazine of Concrete Research, 24, 25–36, (1972).Google Scholar
16. Hughes, B. P. and Watson, A. J., Magazine of Concrete Research, 30, 189–199, (1978).Google Scholar
17. Kolsky, H., Proc. Phys. Soc. (London) Ser. B. 62, 676–704, (1949).Google Scholar
18. Lindholm, U. S., J. Mech. Phys. Solids 12, 317–335, (1964).Google Scholar
19. Lindholm, U. S. and Yeakley, L. M., Experimental Mechanics 8, 1–9, (1968).Google Scholar
20. Nicholas, T., in Impact Dynamics, eds. Zukas, J. A. et al. (Wiley, New York, 1982), 277–332.Google Scholar
21. Christensen, R. J., Swanson, S. R. and Brown, W. S., Experimental Mechanics 12, 508–513, (1972).Google Scholar
22. Lindholm, U. S., Yeakley, L. M. and Nagy, A., Int. J. Rock. Mech. & Mining Sci. & Geomech. Abstracts 11, 181–191, (1974).Google Scholar
23. Lundberg, B., Int. J. Rock Mech. & Mining Sci. & Geomech, Abstr. 13, 187–197, (1976).Google Scholar
24. Bhargava, J. and Rehnström, A., Cement and Concrete Research 7, 199–208, (1977).Google Scholar
25. Sierakowski, R. L., Malvern, L. E. and Doddington, H., University of Florida, Gainesville, FL, 1981 (unpublished).Google Scholar
26. Tang, T., Malvern, L. E. and Jenkins, D. A., Engineering Mechanics in Civil Engineering, eds. Boresi, A. P. and Chong, K. P., (ASCE, New York, 1984), 663–666.Google Scholar
27. Malvern, L. E., Jenkins, D. A., Tang, T. and Ross, C. A., Second Symposium on the Interaction of Non-Nuclear Munitions with Structures, Panama City Beach, Florida, April 15–19, 1985.Google Scholar
28. Kormeling, H. A., Zielinski, A. J. and Reinhardt, H. W., Report No. 5–80-3, Delft University of Technology, Stevin Laboratory, May 1980.Google Scholar
29. Suaris, W. and Shah, S. P., RILEM-CEB-IABSE-Interassociation Symposium on Concrete Structures Under Impact and Impulsive Loading, 33–62, Berlin, 1982.Google Scholar
30. Hoff, G. C., Miscellaneous paper C-76-6, U. S. Army Waterways Experiment Station, Vicksburg, Miss., 1979.Google Scholar
31. Glenn, L. A. and Janach, W., International Journal of Fracture 13, 301–317, (1977).Google Scholar
32. Young, C. and Powell, C. N., 20th U. S. Symposium on Rock Mechanics, 1979.Google Scholar
33. Bertholf, L. D. and Karnes, C. H., Journal of the Mechanics & Physics of Solids 23, 1–19, (1975).Google Scholar
34. Follansbee, P. S. and Frantz, C., ASME Journal of Engineering. Materials and Technology, 105, 61–66, (1983).Google Scholar
35. Malvern, L. E., Jenkins, D. A. and Tang, T., presented at ASCE Structural Engineering Congress, Chicago, Ill., September, 1985 (unpublished).Google Scholar