Numerical analysis method for the RC and geological structures subjected to extreme loading by energetic materials

International Journal of Impact Engineering

Volumn 34, Issue 9, 2007, Pages 1546-1561

  Katayama, M ^c   Itoh, M ^a   Tamura, S ^a   Beppu, M ^b   Ohno, T ^b  

^a Kasumigaseki Bldg   (Japan)

^b NATIONAL DEFENSE ACADEMY   (Japan)

^c NONE

Author keywords

AUTODYN; Detonation; DYCAP model; High explosive; Reinforced concrete

Indexed keywords

COMPUTER SIMULATION; DETONATION; DYNAMIC LOADS; EXPLOSIVES; GEOLOGY; REINFORCED CONCRETE;

AUTODYN; DYCAP MODEL; HIGH EXPLOSIVE; STRUCTURAL INTEGRITY EVALUATION;

STRUCTURAL ANALYSIS;

EID: 33947599554     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijimpeng.2006.10.013     Document Type: Article

References (21)

1. Itoh M, Katayama M, Mitake S, Niwa N, Beppu M, Ishikawa N. Numerical study on impulsive local damage of reinforced concrete structures by a sophisticated constitutive and failure model. In: Jones N, Brebbia CA, editors. Structures under shock and impact VI, Cambridge, UK, July 2000. Southampton, UK:WIT Press, p. 569-78.
2. Tamura S, Katayama M, Itoh M, Mitake S, Harada K, Beppu M, Ishikawa N. Numerical study on the local damage of reinforced concrete column caused by a vertical impact load. In: Jones N, Brebbia CA, editors. Proceedings of the fourth international symposium on impact engineering, Kumamoto, Japan, July 2001. Southampton, UK:WIT Press, p. 737-42.
3. Birnbaum NK, Cowler MS, Itoh M, Katayama M, Obata H. AUTODYN-An interactive non-linear dynamic analysis program for microcomputer through supercomputers. Transactions of the ninth structural mechanics in reactor technology, vol. B, Lausanne, Swiss, 1987. p. 401-6.
4. Quan X, Birnbaum NK, Cowler MS, Gerber BI, Clegg RA, Hayhurst CJ. Numerical simulation of structural deformation under shock and impact loads using a coupled multi-solver approach. In: Jones N, Brebbia CA, editors. Fifth Asia-Pacific conference on shock & impact loads on structures, Hunan, China, November 2003. Southampton, UK:WIT Press.
5. Han J., and Chen W.F. A nonuniform hardening plasticity model for concrete materials. Mech Mater 4 4 (1985) 283-302
6. Yamaguchi H., Fujimoto K., and Nomura S. Stress-strain relationship for concrete under high tri-axial compression part2 rapid loading. Trans Archit Inst Japan 396 (1989) 50-59 [in Japanese]
7. Chen W.F. Theory of concrete plasticity. Constitutive equations for engineering materials. Plasticity and modeling vol. 2 (1994), Elsevier, Amsterdam 840-849 [Chapter 6]
8. Lee EL, Hornig HC, Kury JW. Adiabatic expansion of high explosive detonation products. UCRL-50422, Lawrence Livermore National Laboratory, May 1968.
9. Dobratz BM, Crawford PC. LLNL explosives handbook: properties of chemical explosives and explosive simulants, UCRL-52997-Chg.2, Lawrence Livermore National Laboratory, 1985.
10. McQueen R.G., Marsh S.P., Taylor J.W., Fritz J.N., and Carter W.J. The equation of state of solids from shock wave studies. In: Kinslow R. (Ed). High-velocity impact phenomena (1970), Academic Press, New York 294-299
11. Marsh SP, et al. LASL Shock Hugoniot Data. ISBN-0-520-04008-2, University of California Press; 1980.
12. Kohn BJ. Compilation of Hugoniot equations of state. AFWL-TR-69-38, Air Force Weapons Laboratory, April 1969.
13. Trunin RF. Shock Compression of Condensed Materials. Cambridge: Cambridge University Press; 1998.
14. Johnson GR, Cook WH. A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures. In: Proceedings of the seventh international symposium on Ballistics, The Hague, The Netherlands, 1983. p. 541-7.
15. Muto K, et al. Experimental studies on local damage of reinforced concrete structures by the impact deformable missiles part 1-4. Transactions of 10th structural mechanics in reactor technology, J, Anaheim, US, 1989. p. 257-84.
16. Kraus D, Roetzer J, Thoma K. The interaction of high explosive detonations with concrete structures. In: Jones N, Brebbia CA, editors. EURO-C, Innsbruck, Austria, March 1994. Southampton, UK:WIT Press.
17. Morishita S., Tanaka H., Ito T., and Yamaguchi H. Damage of reinforced concrete slabs subjected to contact detonations. J Struct Eng (Japan Soc Civil Eng) 46 A (2000) 1787-1797 [in Japanese]
18. Tanaka H., and Tsuji M. Effects of reinforcing on damage of reinforced concrete slabs subjected to explosive loading. Concrete Res Technol (Japan Concrete Institute) 14 1 (2003) 1-11 [in Japanese]
19. Kraus D., Roetzer J., and Thoma K. Effect of high explosive detonations on concrete structures. Nucl Eng Design 150 2-3 (1994) 309-314
20. Morishita S, Tanaka H, Ito T. Study on the damage due to contact detonations (Part2) . Technical Report 6735, Technical Research and Development Institute, Japan Defense Agency, September 2000 [in Japanese].
21. Eible J, Ockert J. Response of concrete structures to shock loading. In: Jones N, Brebbia CA, editors. Seventh international symposium on interaction of the effects of munitions with structures, Mannheim, Germany, April 1995. Southampton, UK:WIT Press, p. 31-8.