1 |
ANSYS Academic Research, v. 11.0
|
2 |
Attaway, S.W., Heinstein, M.W. and Swegle, J.W. (1994), 'Coupling of smooth particle hydrodynamics with the finite element method', Nucl. Eng. Des., 150, 199-205
DOI
ScienceOn
|
3 |
Autodyn (2001), Theory Manual, revision 4.2, Century Dynamics Inc., San Ramon, California
|
4 |
Brackbill, J.U. and Ruppel, H.M. (1986), 'FLIP: A method for adoptively zoned, particle-in-cell calculations in two dimensions', J. Comput. Phys., 65, 314-343
DOI
ScienceOn
|
5 |
Cusatis, G., Bažant Z.P. and Cedolin, L. (2006), Confinement-shear lattice CSL model for fracture propagation in concrete, Comput. Meth. Appl. Mech. Eng., 195, 7154-7171
DOI
ScienceOn
|
6 |
Cusatis, G. and Pelessone, D. (2006), 'Mesolevel simulation of reinforced concrete structures under impact loadings', Proc. EURO-C 2006 Conf. on Computational Modelling of Concrete Structures, 27-30 March 2006, Mayrhofen, Tyrol, Austria, 63-70
|
7 |
Eckardt, S., Hafner, S. and Konke, C. (2004), 'Simulation of the fracture behaviour of concrete using continuum damage models at the mesoscale', in: Proc. of ECCOMAS 2004, Jyvaskyla
|
8 |
Fahrenthold, E.P. and Koo, J.C. (2000), 'Hybrid particle-element bond graphs for impact dynamics simulation', J. Dyn. Syst., Measurement, Control, 122, 306-313
DOI
ScienceOn
|
9 |
Johnson, G.R. (1994), 'Linking of Lagrangian particle methods to standard finite element methods for high velocity impact computations', Nucl. Eng. Des., 150, 265-274
DOI
ScienceOn
|
10 |
Johnson, G.R., Stryk, R.A. and Beissel, S.R. (1996), 'SPH for high velocity impact computations', Comput. Meth. Appl. Mech. Eng., 139(1-4), 347-373
DOI
ScienceOn
|
11 |
Johnson, G.R. and Holmquist, T.J. (1994), 'An improved constitutive model for brittle materials', High-pressure Science and Technology. AIP Press: New York
|
12 |
Johnson, G.R. and Stryk, R.A. (2003), 'Conversion of 3D distorted elements into meshless particles during dynamic deformation', Int. J. Impact Eng., 28, 947-966
DOI
ScienceOn
|
13 |
Kwan, A.K.H., Wang, Z.M. and Chan, H.C. (1999), 'Mesoscopic study of concrete II: nonlinear finite element analysis', Comput. Struct., 70, 545-556
DOI
ScienceOn
|
14 |
Li, S. and Liu, W.K. (2004), Meshfree Particle Methods, Berlin: Springer Verlag
|
15 |
LS-DYNA (2007), Keyword User’s Manual, Version 971. Livermore Software Technology Corporation
|
16 |
Lu, Y., Tu, Z. and Dong, A. (2007), 'Modeling of concrete for localized impact / explosion effects', Report No. 2 for NTU-DSTA Joint R&D Project on Integrated Explosion Modelling, NTU, Feb. 2007, Singapore
|
17 |
Lu, Y. and Tu, Z. (2008), 'Numerical simulation of concrete fragmentation with a meso-scale approach', Proc., ASEM'08, 26-28 May, Jeju, Korea
|
18 |
Lu, Y. and Wang, Z.Q. (2006), 'Characterization of structural effects from above-ground explosion using coupled numerical simulation', Comput. Struct., 84(28), 1729-1742
DOI
ScienceOn
|
19 |
Luccioni, B.M., Ambrosini, R.D. and Danesi, R.F. (2004), 'Analysis of building collapse under blast loads', Eng. Struct., 26, 63-71
DOI
ScienceOn
|
20 |
Malvar, L.J., Crawford, J.E. and Morrill, K.B. (2000), 'K&C concrete material model Release III - Automated generation of material model input', K&C Technical Report TR-99-24-B1
|
21 |
Riedel, W., Thoma, K. and Hiermaier, S. (1999), 'Numerical analysis using a ew macroscopic concrete model for hydrocodes', Proc. 9th Int. Symposium on Interaction of the Effects of Munitions with Structures, 315-322
|
22 |
Malvar, L.J., Crawford, J.E. and Wesevich, J.W. (1997), A plasticity concrete material model for Dyna3D', Int. J. Impact Eng., 19(9-10), 847-873
DOI
ScienceOn
|
23 |
Owen, D.R.J., Feng, Y.T., de Souza Neto, E.A., Cottrell, M.G.,Wang, F., Andrade Pires, F.M. and Yu, J. (2004), 'The modelling of multi-fracturing solids and particulate media', Int. J. Numer. Meth. Eng., 60(1), 317-339
DOI
ScienceOn
|
24 |
Rabczuk, T. and Eibl, J. (2006), 'Modelling dynamic failure of concrete with meshfree methods', Int. J. Impact Eng., 32(11), 1878-1897
DOI
ScienceOn
|
25 |
Sadouki, H. and Wittmann, F.H. (1998), 'On the analysis of the failure process in composite materials by numerical simulation', Mater. Sci. Eng., A104, 9-20
DOI
ScienceOn
|
26 |
Silling, S.A. and Askari, E. (2005), 'A meshfree method based on the peridynamic model of solid mechanics', Comput. Struct., 83, 1526-1535
DOI
ScienceOn
|
27 |
Sulsky, D. and Schreyer, H.L. (1996), 'Axisymmetric form of the material point method with applications to upsetting and Taylor impact problems', Comput. Meth. Appl. Mech. Eng., 139, 409-429
DOI
ScienceOn
|
28 |
Sulsky, D., Zhou, S.J. and Schreyer, H.L. (1995), 'Application of a particle-in-cell method to solid mechanics', Comput. Phys. Commun., 87, 136-252
DOI
ScienceOn
|
29 |
Tu, Z. and Lu, Y. (2009), 'Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations', Int. J. Impact Eng., 36, 132-146
DOI
ScienceOn
|
30 |
Unosson, M. and Nilsson, L. (2006), 'Projectile penetration and perforation of high strength concrete: experimental results and macroscopic modelling', Int. J. Impact Eng., 32, 1068-1085
DOI
ScienceOn
|
31 |
Wang, Z., Lu, Y., Hao, H. and Chong, K. (2004), 'A full coupled numerical analysis approach for buried structures subjected to subsurface blast', Comput. Struct., 83(4-5), 339-356
DOI
ScienceOn
|
32 |
Xu, K. and Lu, Y. (2006), 'Numerical simulation study of spallation in reinforced concrete plates subjected to blast loading', Comput. Struct., 84(5-6), 431-438
DOI
ScienceOn
|