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Advances in Mechanical Engineering
Volume 2013 (2013), Article ID 637564, 12 pages
Appropriate Coupling Solvers for the Numerical Simulation of Rolled Homogeneous Armor Plate Response Subjected to Blast Loading
1Centre for Advanced Armoured Vehicle, National Defence University of Malaysia, 5700 Sg Besi, Kuala Lumpur, Malaysia
2International College of Automotive, 26600 Pekan, Pahang, Malaysia
3Royal Malaysian Air Force, Ministry of Defence, 57000 Sg Besi, Kuala Lumpur, Malaysia
4Faculty of Engineering, National Defence University of Malaysia, 57000 Sg Besi, Kuala Lumpur, Malaysia
Received 30 July 2013; Revised 21 October 2013; Accepted 21 October 2013
Academic Editor: Nao-Aki Noda
Copyright ####^~^~^~^~^~^####xa9; 2013 Ahmad Mujahid Ahmad Zaidi et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Rolled homogeneous armor (RHA) plate subjected to blast loading is a complex problem involving the nonlinear fluid-structure interaction. The numerical techniques using the spatial discretization scheme that has been provided as a solver in the AUTODYN computer code will be used in this study in order to predict the RHA response subjected to explosive (TNT) blast loading. The final deflection will be used as a reference in order to identify the suitable solver for both materials RHA and TNT; then the plastic deformation will be chosen in the simulation process. Instead of using the same solver for RHA and TNT domains, the optimization of solver can be achieved if it is only used in an appropriate domain, or in other words, a different domain will be using different solver. The solvers, which were available in AUTODYN, were used in the analysis of impact and explosion or fluid-structure interaction. Therefore, in this paper, we will determine the suitable solver for both materials (TNT and RHA plate), and the appropriate interaction coupling solver will be obtained. Defining TNT and RHA plates using the Arbitrary Lagrangian Eulerian solver has found the best coupling solver for this case study when compared with existing experimental data. This coupling solver will be used for future analysis in simulating blast-loading phenomena.
In the blast phenomena, interaction between fluid and structure, also called fluid-structure interaction (FSI), normally will occur, and there is no single method that can be used for all conditions in FSI analysis . The governing partial deferential equation for FSI model needs to be solved in both time and space domain with the basic physic principles involving the conservation of mass, momentum, and energy. The solution over the time domain can be achieved by an explicit method . It can be obtained by utilizing different spatial discretization such as Lagrange, Euler, and Arbitrary Lagrangian Eulerian (ALE) or mesh-free method also known as Smooth Particle Hydrodynamic (SPH) methods . However, the basic solvers for explicit integration numerical wave-codes (sometimes termed ####^~^~^~^~^~^####x201c;hydro-codes####^~^~^~^~^~^####x201d;) can be utilized as an outline with their associated strengths and weaknesses . Air, plate, and trinitrotoluene (TNT) are three different domains in this model analysis. Each domain has a solver that is suitable to be used. The numerical solver be used in AUTODYN generally fall into the following methods which are Lagrange, Euler, ALE, and SPH methods. With intelligent selection of suitable solver for various regimes, an optimal solution in terms of accuracy and efficiency can be achieved. The appropriate solvers in AUTODYN will be carried out, and the effect on a final result will be discussed further.
2. Method of Discretization
Numerical analysis needs to be subdivided into problem domain analysis to the nodes, elements, and spatial discretization. The spatial discretization is performed by representing the fields and structures of the problem using computational point in space, and connected with each other through a computational grid. Usually, the fine grid will lead to more accuracy of the result. The most popular spatial discretization has been widely used are Langrage, Euler, ALE and SPH and are provided in the AUTODYN computer code.
2.1. The Lagrange Solver
Lagrange's equation has been use to formulate the equation of motion, which represents the response of structure subjected to any external load. Simple Lagrange####^~^~^~^~^~^####x2019;s governing equation can be derived by considering conservative system, where all internal forces have a potential energy and Lagrangian discretization scheme is usually a based on the finite element method.
In the Lagrangian scheme, the elements (and hence the nodes) move with the material, while in the Eulerian scheme the nodes are fixed in space, but the material is allowed to flow as described in . Thus, the characteristics make the Lagrangian scheme more suitable for modeling solid materials, while the Eulerian scheme is more suitable for modeling fluid materials. The advantages and limitations of the Lagrangian solver are as summarized in Table 1.
2.2. The Euler Solver
The Euler method of space discretization as described in , where the numerical meshes or grids are fixed in space and the physical material flows through the mesh. It is typically well suited for the description of the material behavior of large deformation or flows situation and consequently, by definition, it does not result in grid distortion due to the fixed grid scenario.
Most of the time, the Euler is usually used for representing fluids and gases. However, to describe for solid behavior, additional calculations are required to transport the solid stress tensor and the histories of the material through the grid. The advantages and limitations of the Eulerian solver are as summarized in Table 2.
2.3. The Arbitrary Lagrange-Euler (ALE) Solver
The ALE is a special solver that incorporates Lagrange and Euler solvers in a single governing equation and provides a full coupling between the blast wave and the structural response. The interaction of solid-type material in Lagrangian and fluid-type material in Eulerian generated a FSI.
In the differential form of the conservative equation of mass, momentum and energy are more readily obtained from the corresponding well-known Eulerian form than from the ALE form; the conservative equation is to be replaced in the various conservative term, such as material velocity, mass density and stress tensor of material.
The ALE solver, also allows for ####^~^~^~^~^~^####x201c;automatic rezoning,####^~^~^~^~^~^####x201d; which can be quite useful for certain problems. With these features, this solver is perhaps appropriate for modeling solid, fluid, and gas. Thus, generally, this solver is suitable for a variety of fluid-structure interaction problem analyses. Baylot and Bevins  had performed the analysis of blast wave propagation using the ALE solver and the structure response in the Lagrangian scheme simultaneously. However, like any other discretization schemes, the ALE solver also has its advantages and limitations as summarized in Table 3.
2.4. The Smooth Particle Hydrodynamic (SPH) Solver
Based on the Lagrangian space discretization scheme, SPH was developed as an alternative method without any nodes or grid approaches or also known as a meshless method. The SPH solver was initially used in astrophysics . It had the potential to be efficient and accurate in material deformation as well as flexible in terms of the inclusion of specific material models.
The idea behind SPH is to replace the equations of fluid dynamics by equations for particles. The SPH particle is not only interacting mass point but also interpolation point used to calculate the value of physics variables based on the data from neighboring SPH particle, scaled by the weighting function. Since there is no grid defined, the SPH method does not suffer from the normal problem of grid tangling in large deformation problem.
However, according to Quan et al.  the SPH method requires a sort of the particle in order to locate the current neighboring particles, which makes the computational times per cycle more expensive than the mesh based on Lagrangian technique. This can make the SPH method less efficient than the Lagrange's method.
3. Validation of the Few Solvers
The appropriate solvers discussed in Section 2 were validated against one of the series of blast test experiments performed by Neuberger et al. . The experiment consisted of a circular target plate with a diameter of 1000####^~^~^~^~^~^####x2009;mm that was clamped with two thick armor steel rings, tightened together with bolts, fully clamped, and subjected to 8.75 kg of TNT located at 200####^~^~^~^~^~^####x2009;mm standoff distance. The experimental setup is as shown in Figure 1.
The simulation was conducted by using a high speed computer processor Intel Core i7-2600K CPU@ 3.40####^~^~^~^~^~^####x2009;GHz (8####^~^~^~^~^~^####x2009;CPUs), 3.7####^~^~^~^~^~^####x2009;GHz. The model was created in a domain size of (500 ####^~^~^~^~^~^####xd7; 500 ####^~^~^~^~^~^####xd7; 500)####^~^~^~^~^~^####x2009;mm with 5 mm element size defined as air and symmetrical in the ####^~^~^~^~^~^####x201c;####^~^~^~^~^~^####x201d; and ####^~^~^~^~^~^####x201c;####^~^~^~^~^~^####x201d; axes. A quarter symmetry model was used in the simulation in order to reduce the computational time.
The same mechanical property of the RHA material in  was used in the simulation model as shown in Table 4 where is plate thickness, is yield stress, is ultimate tensile stress, is strain, is Modulus Young, is Poisson####^~^~^~^~^~^####x2019;s ratio, and , , , , and are material dependent parameters, and may be determined from empirical fit of flow stress data.
There are four solvers that will be used to calculate interaction between TNT explosive and the RHA plate with respect to the EoS for RHA and TNT material. Johnson and Cook EoS has been selected to represent RHA material as following: where , , , , and are constant, is equivalent plastic strain, is the strain rate nondimensionalized by reference strain rate of , and is nondimensional temperature. Parameter , the initial () yield strength of the material at a plastic strain rate of at the room temperature (298####^~^~^~^~^~^####x2009;K), is modified by a strain-hardening factor (containing parameter, and ), a strain-rate-hardening factor (containing parameter ), and a thermal-softening factor (containing parameter ), while , defined by where is room temperature and is the melting temperature of material, 1783####^~^~^~^~^~^####x2009;K for RHA. Equation (2) is the form used in US Army Research Laboratory (ARL)  and is valid for , the region of interest in most blast and ballistics application.
For the blast application, this paper used Jones Wilkins Lee (JWL) EoS to represent TNT blast loading. The JWL EoS has been used by AUTODYN to accurately describe the pressure-volume-energy behavior of the detonation product as follows: where is the volume of detonation product or, is pressure in megabar, and is the energy in Mb cc/cc, while , , , and are constant parameters based on the type of explosive. For TNT, it was identified by Lee et al. , that , , , , and = 0.30.
4. Results and Discussion
4.1. Interaction of Coupling Solver
TNT as an explosive material will produce a blast force that propagated through the air as a medium and hit the RHA plate as the target object. This phenomenon involved the interaction between fluid and structure.
The analysis started when TNT as high-explosive material detonated, it interacted with the surrounding which were defined as an air ideal gas. Air as a medium containing the explosive charges striked the RHA plate. The TNT and plate domain interacted. In the numerical simulation, interaction involved two or more type, domains using the same or different type of solvers. Three material variable, that is; air, TNT, and RHA plate, were involved in the case response of RHA plate subjected to blast loading. For air, the medium has been set according to Chung Kim Yuen et al.  had established the Ideal Gas Euler solver which was the most appropriate solver for air (Table 5). In this paper, the appropriate solver for TNT and RHA plate solver will be determined. There are four solvers for TNT that had been considered as follows Lagrange, ALE, Euler, and SPH while the two solvers for RHA plate; Lagrange and ALE. The interaction diagram between TNT and RHA plate is as illustrated in Figure 3. The appropriate solver interaction will be used in future analysis.
4.2. The Euler-Lagrange Solvers Interaction
In this type of interaction, it was involved in the interaction between RHA plates represented by the Lagrange solver, and TNT represented by Euler solver. This interaction was also called Euler-Lagrange coupling, and was commonly used to simulate an interaction between fluid and structure domains.
Simultaneous analysis in the numerical simulation, for both domains; Lagragian grids provide the geometry constraint in order to allow the material to flow in the Eulerian grids. At the Euler-Lagrange interface, the Lagrange grids act as structure geometry inside the flow boundary, while the Euler grids will provide a pressure or heat boundary to the Lagrangian domain. As the Lagrange's grids move or distort, the effect of interaction will produce the deflections of a structure as illustrated in Figure 4.
In the finite element analysis (FEA), the Euler solver is commonly used for fluid analysis by using the finite volume method (FVM) or the finite difference method (FDM) discretization scheme, and the solution involves large relative deformation, whereas the Lagrange used the finite element method (FEM) discretization scheme for structure analysis for a small relative deformation. Both solvers provide different rates of deformation and will lead to the small-time step. This problem frequently happens in the numerical simulation. Coupling solver for this case showed the plate deflection stopped at 0.15####^~^~^~^~^~^####x2009;ms due to the small-time step as shown in Figure 5.
However, according to Birnbaum et al. , for two dimensional (2D) cases, Euler-Lagrange coupling showed very powerful and stable coupling for FSI problem, whereas in three-dimensional (3D) cases, the computational requirement time was excessive even on supercomputers. This stems from the substantial and complex intersection calculation that must be performed for each time step. In this paper, the coupling Euler-Lagrange solvers were unable to produce a good results when compared with the experimental data. Thus, other solver interactions should be considered.
4.3. The Smooth Particle Hydrodynamic (SPH) Interaction
Previous numerical simulations used SPH solver to see the trajectory particle on the impact analysis and commonly was used for the porous material such as soil, sand and water. Toussaint and Durocher , Barsotti et al.,  and Quan et al.,  used SPH solver to define for sand and Campbell and Vignjevic  for water.
In this paper, numerical simulation will be involved in the interaction between RHA plate and TNT with respect to the SPH, Lagrange, and ALE solvers. The case is as follows;(a)RHA plate with Lagrange solver and TNT with SPH solver;(b)RHA plate with ALE solver and TNT with SPH solver.
The limitations of Euler-Lagrange coupling in AUTODYN 3D simulation lead to explore on coupling for another solver interaction to obtain the promising result. It should also evaluate the coupling between the mesh-less technique (SPH) representative of TNT and the traditional Lagrange and ALE solvers representative of RHA plate. By using the SPH method, TNT was discretized as the continuum through a set of the nodes without the connective mesh. The node or element assumed a physical meaning; they represent material particle carrying properties such as pressure and thermal and impacted the RHA plate as shown in Figure 6 representing case (a) and Figure 8 representing case (b). The deformation results of the RHA plate for both cases (a) and (b) are as shown in Figures 7 and 9. The approximate final deformation results had large discrepancies when compared with experimental data. Thus, the SPH-Lagrange coupling was not the appropriate solution for this particular case.
4.4. The Lagrange and ALE Interaction (RHA Plate and TNT Represented by ALE/Lagrange Solver)
This simulation will involve the four interaction cases between RHA plate and TNT with respect to the Lagrange and ALE solvers. The cases are as follows:(a)RHA plate with ALE solver and TNT with ALE solver;(b)RHA plate with Lagrange solver and TNT with Lagrange solver;(c)RHA plate with Lagrange solver and TNT with ALE solver;(d)RHA plate with ALE solver and TNT with Lagrange solver (Figure 17).
A surface on Lagrange's domain interacted with another surface of a different domain allowing for impact and sliding, gap opening and closing, and mesh distortion between the bodies. The interaction between TNT and RHA plate using Lagrange and ALE element for all cases found was a similar pattern on the grid distortion on the RHA plate as shown in Figures 10, 12, 14, and 16. Consequently, the predictions on the final deflection of the RHA plate were in good agreement with all cases on the Lagrange and ALE interaction as shown in Figures 11, 13, and 15 despite differences in the computation time taken and cycle interaction as shown in Table 6.
However, taking into account the computation time taken, cycles of iterations had been obtained and consolidated in Table 6 and deformation results are as shown in Figure 11, interaction using ALE solver for both material TNT and RHA plate showed an appropriate interaction selection in this case. The deformation result shown in Figure 11 was in very good agreement with when compared with Neuberger et al.  experimental data.
Different numerical solvers have certain advantages and limitations. It is critical that analyst must understand which solver or combination of solver is appropriate to be used in a particular case or problem of interest.
Use of computer code or software package intelligence is considered as a key in order to obtain the good prediction result. No doubt, the coupling techniques are extremely powerful for any FSI analyses, although they have inherent limitations that must be recognized. The solver investigation must be done before the appropriate solver is obtained for a particular case. However, the suitable coupling solver can only be selected after the analyst performed numerical trial and validation against experiment.
This paper presents the appropriate solver coupling of a RHA plate subjected to blast loading and has been compared with Neuberger et al.  experimental data. For this case, it was found out that using the ALE solver to represent both the TNT and RHA plate in the numerical simulation, managed to produce good agreement with the experimental test data. Thus, the ALE solver will be chosen as the coupling solver to simulate similar cases for future analysis.
Financial assistance from the Royal Malaysian Air Force (RMAF) towards this research is hereby acknowledged. Opinions and views either directly or indirectly from various parties, including the staff and lecturers from the Engineering Research Center of National Defense University (UPNM) are greatly appreciated.
- X. Quan, N. K. Birnbaum, M. S. Cowler, B. I. Gerber, R. A. Clegg, and C. J. Hayhurst, “Numerical simulation of structural deformation under shock and impact loads using a coupled multi-solver,” in Proceedings of the 5th Asia-Pacific Conference on Shock and Impact Load on Structures, Hunan, China, November 2003.
- J. C. Tannehill, D. A. Anderson, and R. H. Pletcher, Computational Fluid Mechanic and Heat Transfer, Taylor & Francis, 1798.
- N. K. Birnbaum, J. Nigel Francis, and I. Bence Gerber, “Coupled techniques for the simulation of fluid-structure and impact problem,” Century Dynamic, 2003, http://hsrlab.gatech.edu/AUTODYN/papers/paper63.pdf.
- J. T. Baylot and T. L. Bevins, “Effect of responding and failing structural components on the airblast pressures and loads on and inside of the structure,” Computers and Structures, vol. 85, no. 11–14, pp. 891–910, 2007.
- R. A. Gigold and J. J. Monaghan, “Smoothed particle hyrodynamics: theory and application to non spherical star,” Monthly Notices of the Royal Astronomical Society, vol. 181, pp. 375–389, 1977.
- A. Neuberger, S. Peles, and D. Rittel, “Springback of circular clamped armor steel plates subjected to spherical air-blast loading,” International Journal of Impact Engineering, vol. 36, no. 1, pp. 53–60, 2009.
- A. Neuberger, S. Peles, and D. Rittel, “Scaling the response of circular plates subjected to large and close-range spherical explosion—part I: air-blast loading,” International Journal of Impact Engineering, vol. 34, pp. 859–873, 2007.
- H. W. Meyer Jr. and D. S. Kleponis, An Analysis of Parameter for the Johnson-Cook Strength Model for 2-in-Thick Rolled Homogenous Armor, Weapon and Materials Research Directorate Army Research Laboratory, 2001.
- E. Lee, M. Finger, and W. Collins, JWL Equation of State Coefficients for High Explosives, Lawrence Livermore Laboratory Calofornia, 1973.
- S. Chung Kim Yuen, G. S. Langdon, G. N. Nurick, E. G. Pickering, and V. H. Balden, “Response of V-shape plates to localised blast load: experiments and numerical simulation,” International Journal of Impact Engineering, vol. 46, pp. 97–109, 2012.
- G. Toussaint and R. Durocher, “Finite element simulation using SPH particles as loading on typical light armoured vehicles,” in Proceedings of the 10th International LS-DYNA User Conference, East Lansing, Mich, USA, June 2008.
- M. A. Barsotti, J. M. H. Puryear, D. J. Stevens, R. M. Alberson, and P. McMahon, “Modeling mine blast with SPH,” in Proceedings of the 12th International LS-DYNA User Conference, East Lansing, Mich, USA, June 2012.
- J. C. Campbell and R. Vignjevic, “Simulation structural response to water impact,” International Journal of Impact Engineering, vol. 49, pp. 1–10, 2012.