The impact of sand slugs against beams and plates: Coupled discrete particle/finite element simulations

被引:44
作者
Liu, T. [1 ]
Fleck, N. A. [1 ]
Wadley, H. N. G. [2 ]
Deshpande, V. S. [1 ]
机构
[1] Univ Cambridge, Dept Engn, Cambridge CB2 1PZ, England
[2] Univ Virginia, Dept Mat Sci & Engn, Sch Engn & Appl Sci, Charlottesville, VA 22903 USA
关键词
Fluid-structure interaction; Discrete/continuum coupling; Dynamic loading; CONSTITUTIVE MODEL; DYNAMIC-RESPONSE; BLAST; PERFORMANCE; RESISTANCE; SUBJECT; FLOWS;
D O I
10.1016/j.jmps.2013.03.008
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The impact of a slug of dry sand particles against a metallic sandwich beam or circular sandwich plate is analysed in order to aid the design of sandwich panels for shock mitigation. The sand particles interact via a combined linear-spring-and-dashpot law whereas the face sheets and compressible core of the sandwich beam and plate are treated as rate-sensitive, elastic-plastic solids. The majority of the calculations are performed in two dimensions and entail the transverse impact of end-clamped monolithic and sandwich beams, with plane strain conditions imposed. The sand slug is of rectangular shape and comprises a random loose packing of identical, circular cylindrical particles. These calculations reveal that loading due to the sand is primarily inertial in nature with negligible fluid-structure interaction: the momentum transmitted to the beam is approximately equal to that of the incoming sand slug. For a slug of given incoming momentum, the dynamic deflection of the beam increases with decreasing duration of sand-loading until the impulsive limit is attained. Sandwich beams with thick, strong cores significantly outperform monolithic beams of equal areal mass. This performance enhancement is traced to the "sandwich effect" whereby the sandwich beams have a higher bending strength than that of the monolithic beams. Three-dimensional (3D) calculations are also performed such that the sand slug has the shape of a circular cylindrical column of finite height, and contains spherical sand particles. The 3D slug impacts a circular monolithic plate or sandwich plate and we show that sandwich plates with thick strong cores again outperform monolithic plates of equal areal mass. Finally, we demonstrate that impact by sand particles is equivalent to impact by a crushable foam projectile. The calculations on the equivalent projectile are significantly less intensive computationally, yet give predictions to within 5% of the full discrete particle calculations for the monolithic and sandwich beams and plates. These foam projectile calculations suggest that metallic foam projectiles can be used to simulate the loading by sand particles within a laboratory setting. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1798 / 1821
页数:24
相关论文
共 36 条
[1]  
ASHBY M. F., 2000, Metal Foams: A Design Guide
[2]   EXPERIMENTS ON A GRAVITY-FREE DISPERSION OF LARGE SOLID SPHERES IN A NEWTONIAN FLUID UNDER SHEAR [J].
BAGNOLD, RA .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1954, 225 (1160) :49-63
[3]   A discrete particle approach to simulate the combined effect of blast and sand impact loading of steel plates [J].
Borvik, T. ;
Olovsson, L. ;
Hanssen, A. G. ;
Dharmasena, K. P. ;
Hansson, H. ;
Wadley, H. N. G. .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2011, 59 (05) :940-958
[4]  
Braid MP, 2001, SPECIAL PUBLICATION
[5]   CHUTE FLOWS OF GRANULAR MATERIAL - SOME COMPUTER-SIMULATIONS [J].
CAMPBELL, CS ;
BRENNEN, CE .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1985, 52 (01) :172-178
[6]   Granular shear flows at the elastic limit [J].
Campbell, CS .
JOURNAL OF FLUID MECHANICS, 2002, 465 :261-291
[7]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[8]   Constitutive model for predicting dynamic interactions between soil ejecta and structural panels [J].
Deshpande, V. S. ;
McMeeking, R. M. ;
Wadley, H. N. G. ;
Evans, A. G. .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2009, 57 (08) :1139-1164
[9]   Isotropic constitutive models for metallic foams [J].
Deshpande, VS ;
Fleck, NA .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2000, 48 (6-7) :1253-1283
[10]   Effective properties of the octet-truss lattice material [J].
Deshpande, VS ;
Fleck, NA ;
Ashby, MF .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2001, 49 (08) :1747-1769