A comparative study of buried structure in soil subjected to blast load using 2D and 3D numerical simulations

Soil Dynamics and Earthquake Engineering

Volumn 25, Issue 4, 2005, Pages 275-288

  Lu, Yong ^a   Wang, Zhongqi ^a   Chong, Karen ^b  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

^b DEFENCE SCIENCE AND TECHNOLOGY AGENCY   (Singapore)

Author keywords

Blast wave propagation; Coupled model; Numerical simulation; Soil medium; Subsurface blast; Underground structure

Indexed keywords

DATA REDUCTION; EXPLOSIONS; HYDRODYNAMICS; MATHEMATICAL MODELS; SOILS; THREE DIMENSIONAL; TWO DIMENSIONAL; UNDERGROUND STRUCTURES;

BLAST WAVE PROPAGATION; BURIED STRUCTURES; CRITICAL RESPONSE; SOIL MEDIUM;

STRUCTURAL ANALYSIS;

EARTHQUAKE ENGINEERING;

EID: 18744368164     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2005.02.007     Document Type: Article

References (22)

1. J.M. Biggs Introduction to structural dynamics 1964 McGraw-Hill New York
2. TM5-855-1. Fundamental of protective design for conventional weapons. US Army Engineer Waterways Experiment Station, Vicksburg; 1984.
3. E.E. Hinman Single degree of freedom solution of structure-medium interaction In: Proceedings of international symposium on the interaction of conventional weapons with structures, March 9-13 vol. 1 1987 Federal Minister of Defense Mannheim, West Germany p. 44-59
4. I. Nelson Numerical solution of problems involving explosive Proceedings of dynamic methods in soil and rock mechanics, September 5-16 vol. 2 1977 A.A. Balkema Rotterdam p. 239-97
5. D.J. Stevens T. Krauthammer Analysis of blast-loaded, buried RC arch response. Part I. Numerical approach J Struct Eng ASCE 117 1 1991 197-212
6. D.J. Stevens T. Krauthammer D. Chandra Analysis of blast-loaded, buried arch response. Part II. Application J Struct Eng ASCE 117 1 1991 213-234
7. D.J. Benson Computational methods in Lagrangian and Eulerian hydrocodes Comput Methods Appl Mech Eng 99 1992 235-394
8. C.J. Hayhurst R.A. Clegg Cylinderically symmetric SPH simulations of hypervelocity impacts on thin plates Int J Impact Eng 20 1997 337-348
9. G.R. Johnson E.H. Petersen R.A. Stryk Incorporation of a SPH option into the EPIC code for a wide range of high velocity impact computations Int J Impact Eng 14 1993 385-394
10. M.A. Meyers Dynamic behavior of materials 1994 Wiley New York
11. Z. Wang Y. Lu Numerical analysis on dynamic deformation mechanism of soils under blast loading Soil Dyn Earthq Eng 23 2003 705-724
12. Z. Wang H. Hao Y. Lu The three-phase soil model for simulating stress wave propagation due to blast loading Int J Numer Anal Methods Geomech 28 2004 33-56
13. J. Henrych The dynamics of explosions and its use 1979 Elsevier Amsterdam
14. S. Prapahanran J.L. Chameau R.D. Holtz Effect of strain rate on undrained strength derived from pressuremeter tests Geotechnique 39 4 1989 615-624
15. D.C. Drucker W. Prager Soil mechanics and plastic analysis or limit design Q Appl Math 10 2 1952 157-164
16. W. Riedel K. Thoma S. Hiermaier Numerical analysis using a new macroscopic concrete model for hydrocodes Proceedings of ninth international symposium on interaction of the effects of munitions with structures 1999 p. 315-22
17. W. Herrmann Constitutive equation for the dynamic compaction of ductile porous materials J Appl Phys 40 6 1969 2490-2499
18. M.M. Carrol A.C. Holt Static and dynamic pore collapse relations for ductile porous materials J Appl Phys 43 4 1972 1626
19. E.L. Lee H.C. Hornig J.W. Kury Adiabatic expansion of high explosive detonation products, UCRL-50422 1968 Lawrence Radiation Laboratory, University of California
20. Huck PJ, Saxena SK. Response of soil-concrete interface at high pressure. In: Proceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering, June 15-19, Stockholm: A.A. Balkema; 1981, 2: 141-144.
21. Mueller C.M. Shear friction tests support program; laboratory friction test results for WES flume sand against steel and grout: Report 3 USAE WES, Technical Report, SL-86-20;1986
22. AUTODYN Theory Manual, revision 3.0. Century Dynamics, San Ramon, CA; 1997.