Shock properties of conventional and high strength concrete: Experimental and mesomechanical analysis

International Journal of Impact Engineering

Volumn 35, Issue 3, 2008, Pages 155-171

  Riedel, Werner ^a   Wicklein, Markus ^a   Thoma, Klaus ^a  

^a FRAUNHOFER INSTITUTE FOR HIGH SPEED DYNAMICS   (Germany)

Author keywords

Equation of state; High strength concrete; Microstructure; Plate impact; Shock compression

Indexed keywords

COMPUTATION THEORY; EQUATIONS OF STATE; MICROSTRUCTURE; MORTAR; NUMERICAL ANALYSIS; REVERBERATION; SHOCK TESTING;

MESOMECHANICAL ANALYSIS; PLATE IMPACT; SHOCK COMPRESSION; SHOCK PROPERTIES;

CONCRETE TESTING;

EID: 36248954015     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijimpeng.2007.02.001     Document Type: Article

References (38)

1. Holmquist TJ, Johnson GR. A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures. In: Murphy M, Backofen J, editors. 14th international symposium on ballistics, Québec, 1993. p. 591-600.
2. Riedel W. Beton unter dynamischen Lasten: Meso- und makromechanische Modelle und ihre Parameter, Ed.: Fraunhofer-Institut für Kurzzeitdynamik, Ernst-Mach-Institut EMI. Freiburg/Brsg.: Fraunhofer IRB Verlag; 2004. p. 117-43. ISBN:3-8167-6340-5 〈http://www.irbdirekt.de/irbbuch/〉.
3. Riedel W, Thoma K, Hiermaier S, Schmolinske E. Penetration of reinforced concrete by BETA-B-500, numerical analysis using a new macroscopic concrete model for hydrocodes. In: SKA, editor. Proceedings of the ninth international symposium on interaction of the effects of munitions with structures, Berlin, 1999; p. 315-22.
4. Itho M, Katayama M, Mitake S, Niwa N, Beppu M, Ishikawa N. Numerical study on impulsive local damage of reinforce concrete structures by a sophisticated constitutive and failure model. In: Jones N, Brebbia CA, editors. Proceedings of the international conference on structures under shock and impact, Cambridge, 2000. ISBN:1-85312-820-1.
5. Gebbeken N., and Ruppert M. A new concrete material model for high dynamic hydrocode simulations. Arch Appl Mech 70 (2000) 463-478
6. Malvar L.J., Crawford J.E., Wesevich J.W., and Simons D. A plasticity concrete material model for DYNA3D. Int J Impact Eng 19 (1997) 847-873
7. Tsembelis K., Millett J.C.F., Proud W.G., and Field J.E. The shock Hugoniot Properties of cement paste up to 5 GPa, CP505. Shock Compress Condens Matter (1999) 1267-1270
8. Tsembelis K., Proud W.G., and Field J.E. The dynamic strength of cement paste under shock compression, CP620. Shock Compress Condens Matter (2001) 1414-1417
9. Tsembelis K., Proud W.G., Willmott G.R., and Cross D.L.A. The shock Hugoniot properties of cement paste & mortar up to 18 GPa, CP706. Shock Compress Condens Matter (2003) 1488-1491
10. Grote D.L., Park S.W., and Zhou M. Experimental characterization of the dynamic failure behaviour of mortar under impact loading. J Appl Phys 89 (2001) 2115-2123
11. Grady DE. Impact compression properties of concrete. In: DTRA, editor. Sixth international symposium on interaction of nonnuclear munitions with structures, Panama City, FL, May 3-7, 1993; p. 172-75.
12. Grady DE. Dynamic decompression properties of concrete from Hugoniot states-3-25 Gpa. Experimental Impact Physics Department Technical Memorandum TMDG0396, February 1996.
13. Hall C.A., Chhabildas L.C., and Reinhart W.D. Shock Hugoniot and release in concrete with different aggregate size from 3 to 23 GPa. Int J Impact Eng 23 (1999) 341-351
14. Kipp M.E., Lalit, and Chhabildas C. Elastic shock response and spall strength of concrete, CP 429. Shock Compress Condens Matter (1997) 557-560
15. Ockert J. Ein Stoffgesetz für die Schockwellenausbreitung in Beton. PhD thesis, Technische Hochschule Karlsruhe, 1997.
16. Ishiguchi M., Yoshida M., Nakayama Y., Matsumura T., Takahashi I., Miyake A., et al. A study of the Hugoniot of mortar. J Jpn Explosives Soc-Kayaku Gakkaishi 61 6 (2000) 249-253
17. Landmann F. Comparison of measurement techniques for the determination of EOS-data which are used for modelling protection buildings made of concrete. In: DTRA, editor. Proceedings of the international symposium on the interaction of munitions with structures, San Diego, 2001 (CD-ROM).
18. Gebbeken N., Greulich S., and Pietzsch A. Hugoniot properties for concrete determined by full-scale detonation experiments and flyer-plate-impact tests. Int J Impact Eng 32 (2006) 2017-2031
19. Hanchak S.J., Forrestal M.J., Young E.R., and Ehrgott J.Q. Perforation of concrete slabs with 48 MPa (7 ksi) and 140 MPa (20 ksi) unconfined compressive strength. Int J Impact Eng 12 1 (1992) 1-7
20. Sheridan AJ. Application of concrete triaxial data to hydrocodes. DERA Working Paper MTC-91-WP-26, RAE, Farnborough, Hampshire, June 1991.
21. Armieur M, Hazanov S, Huet C. Numerical and experimental study of size and boundary conditions effects on the apparent properties of specimens not having the representative volume. In: Huet C, editor. Swiss Federal Institute of Technology Zürich, IFB. Micromechanics of concrete and cementitious composites. Lausanne; 1993. p. 181-201. ISBN:2-88074-260-9.
22. Hill R. Elastic properties of reinforced solids: some theoretical principles. J Mech Phys Solids 11 (1963) 357-372
23. Hashin Z., and Shtrikman S. Note on a variational approach to the theory of composite elastic materials. J Mech Phys Solids 10 (1962) S336-S341
24. Duvall G.E. Shock parameters in a two component mixture. J Compos Mater 5 (1971) 130-139
25. Drumheller D.S. Hypervelocity impact of mixtures. Int J Impact Eng 5 (1987) 261-268
26. Drumheller D.S., and Bedford A. A thermomechanical theory for reacting immiscible mixtures. Arch Rational Mech Anal 73 (1980) 256-284
27. Anderson Jr. Ch.E., O'Donoghue P.E., and Skerhut D. A mixture theory approach for the shock response of composite materials. J Compos Mater Bd 24 (1990) S1159-S1178
28. Thoma K, Riedel W, Nahme H, Lexow B, Straßburger E, Senf H. Shock wave phenomena in concrete-impact tests and mesomechanical simulations, transient loading and response of structures. In: Langseth M, editor. Transient loading and response of structures. Technical report no. R-10-98, Lavoisier; 1998.
29. Park S.W., Xia Q., and Zhou M. Dynamic behavior of concrete at high strain rates and pressures: II. Numerical simulation. Int J Impact Eng 25 (2001) 887-910
30. Thoma K, Riedel W, Hiermaier S. Mesomechanical modeling of concrete shock response, experiments and linking to macromechanics by numerical analysis. In: Proceedings of European conference on computational mechanics, München, Germany, September 1999 (CD-ROM).
31. Autodyn N.N. Theory manual (2003), Century Dynamics Ltd., Horsham, UK
32. Herrmann W. Constitutive equation for the dynamic compaction of ductile porous materials. J Appl Phys 40 6 (1969) 2490-2499
33. Wilkins M.L. Use of artificial viscosity in multidimensional fluid dynamic calculations. J Comput Phys 36 (1980) 281-303
34. Riedel W., Nahme H., and Thoma K. Equation of state properties of modern composite materials, modeling shock, release and spallation, CP706. Shock Compress Condens Matter (2003) 701-704
35. Lysne P.C., Boade R.R., Percival C.M., and Jones O.E. Determination of release adiabats and recentered Hugoniot curves by shock reverberation techniques. J Appl Phys 40 (1969) 3786
36. Dugdale J.S., and MacDonald D. The thermal expansion of solids. Phys Rev 89 (1953) 832-834
37. Grady D.E., and Furnish M.D. Hugoniot and release properties of a water-saturated high-silica-content Grout. Shock Compress Condens Matter (1989) 621-623
38. In: Marsh S.P. (Ed). LASL shock Hugoniot data (1980), University of California Press, Berkeley, CA