Towards a Unified Physical Model for Virtual Environments

Peter M Chapman and Derek P M Wills

Virtual Environment Research Centre
Department of Computer Science
University of Hull
Hull
HU6 7RX

Tel: (01482) 466348
Fax: (01482) 466666

e-mail: Peter.Chapman@dcs.hull.ac.uk

To simulate the behaviour apparent in the real world, virtual environments must include a detailed physical model based on the concepts of Newtonian mechanics. Although considerable research in computer graphics has led to the application of physically-based models in animation, the need for real-time performance in a fully interactive environment has hampered their progress in virtual environments. This paper will outline the development of a unified physically-based model suitable for virtual environments. Focusing on the technique of Modal Analysis (Essa et al., 1992), a series of experiments are discussed which demonstrate the applicability of this method for virtual environments.

Keywords: Physically-based modelling, Rigid and Non-rigid Dynamics, Finite Element Method, Modal Analysis

 

1. Physically-Based Modelling in Virtual Environments

In a physically-based virtual environment objects interact and behave in the same manner as their counterparts in the real world. This ‘realism’ is brought about through the application of the physical laws that govern motion. However, the computational expense of implementing these laws prohibits their inclusion in most current virtual environment systems. The high degree of realism required by applications such as surgical training systems (Logan et al., 1996) demands the incorporation of detailed physical models.

This paper describes an investigation into a unified physical model suitable for virtual environments. The finite element method provides a detailed model of the rigid and deformable behaviour of objects. Using a modal solution (Cook et al., 1989) it is possible to dramatically reduce the complexity of this model without affecting its accuracy. This paper will demonstrate how this technique, known as Modal Analysis (Essa et al., 1992), could make the finite element model suitable for use in virtual environment applications. Experiments are undertaken to assess how the complexity of the model may be reduced, along with the limitations and effects on accuracy of these efficiency savings. Through this analysis the feasibility of using modal analysis for future virtual environments will become clearer.

 

1.1 Other Physically-Based Animation Models

A unified physical model for virtual environments must simulate the behaviour of rigid and non-rigid motion. Due to the complexity of deformable behaviour it is commonly disregarded (for example Keller et al., 1995), in order to provide an efficient model for virtual environments. However, the resultant rigid body models have limited versatility and cannot be extended to model general environments, containing objects of different materials.

On the other hand non-rigid dynamic models, based on the properties of elasticity, are typically very complex and computationally intensive (for example Terzopoulos and Metaxas, 1991), thus prohibiting their direct application in virtual environments. Various abstractions of complete deformable behaviour have been made in the past, in particular the models of cloth are frequently based on approximations such as 2D spring-mass meshes (Ng and Grimsdale, 1996). Alternatively, deformable behaviour can be modelled through the manipulation of object geometry alone (for example Wyvill et al., 1986), or through the incorporation of dynamic behaviour to geometric models (for example Qin and Terzopoulos, 1996). Whilst such models are more computationally efficient they are not based on the physical laws of elasticity and they cannot be expanded to formulate equations for rigid models.

Finite element equations of motion describe the complete (rigid and non-rigid) motion of an object in a single system of equations. Typically these equations are very complex and their solution computationally expensive. However, by performing a modal analysis (Essa et al., 1992), the complexity of the equations is reduced without a comparative loss in accuracy. The following sections describe how savings are made and investigate the use of this technique for virtual environment applications.

 

2. Modal Analysis

Modal analysis is an implementation of the finite element method for transient dynamic analysis of object motion. Although an overview of the method follows, it is beyond the scope of this paper to give a detailed description. The interested reader will find rigorous derivations of the method in any finite element text such as Cook et al. (1989).

Finite element analysis is based on a discrete representation of continuous behaviour. Each object is divided into a mesh of volume elements connected at nodes (Figure 1).

 

 

Figure 1 finite element representation of object

 

A distribution of stress-strain forces act across the individual elements, linking the displacement of element nodes to the elasticity of the material. From the stress-strain distribution a system of second order equations of motion is derived and expressed as equation (1).

(1)

where: R is the load vector of forces acting on the nodes, U is the vector of nodal displacements, M is the mass matrix, D is the damping matrix and K the stiffness matrix which describes the material properties of the object. This system of equations describes the complete motion, both rigid and non-rigid, of an object in response to the application of external forces.

Numerical techniques such as Gaussian Elimination (Press et al., 1992) may be used to solve equation (1) for the displacements of each node in response to applied forces. However this is very computationally expensive, O(n3) for n degrees of freedom. An alternative solution is to decouple the motion equations by solving the eigen problem equation (2), that results from the free undamped behaviour of equation (1).

(2)

The eigenvalues are the frequencies of vibration of the object and the corresponding eigenvectors are the modes of vibration (the displacements of each node of the mesh corresponding to the frequency of vibration). Transforming equation (1) by the eigenvectors results in a system of n distinct equations (3), these relate the vibration modes of the object to the frequencies of vibration, and represent a change of basis from the original equation of motion.

(3)

with:

where: qi(t) is the modal displacement, i is the modal damping factor, ij is the Kronecker delta and i,j = 1-> n. The final stage of the analysis determines the actual nodal displacements of the mesh by completing the superposition of equation (4).

(4)

The solution of the eigen problem is computationally expensive, however this is a pre-processing stage. Only the simple damped motion equations (3) and the summation (4) are computed at each time-step, which is a vast improvement upon solving the coupled system of equations (1).

 

2.1 Applicability of Modal Analysis

On first inspection there appears no real benefit to modal analysis over the direct solution of the finite element model. However, in vibration analysis it can be observed that the high frequency components, which model only small local deformations, are heavily damped and contribute little to the overall displacement. It is therefore possible to ignore the high frequency modes without a substantial loss of accuracy. The effect of this is to reduce the number of calculations required at each time-step and hence improve efficiency.

The simulation time-step is dependent upon the highest frequency mode used in the analysis. If the higher frequencies are dropped then the time-step can be increased without risk of loosing accuracy. Furthermore, this method is simpler and more robust than other techniques (such as the hybrid model of Terzopoulos and Metaxas, 1991), that model the rigid and deformable behaviour separately before combining them to create a general system of equations for motion.

The range of shapes that can be suitably meshed and analysed by this method is limited. The initial object shape is based on a implicit surface description and is limited to simple volumes such as cuboids and ellipsoids. The analyses and comments reported in this paper are only valid for these simple volume shapes.

 

3 Analysis of Method

In order to assess the effects of simplifying the full dynamic model a series of experiments have been undertaken using the finite element analysis software ANSYSŪ. The dynamic simulation of object motion under stress from external forces for a full model is compared against the simulation for simplified models. From this investigation it is possible to determine how the complexity of the finite element model may be reduced and still produce (visually) meaningful results.

There are certain well established areas where savings can be made, for example reducing the mesh density (that is, reducing the number of elements and degrees of freedom in the mesh), or reducing the number of modes used in the superposition (4). In addition to these experiments the following sections also describe how the choice of material and element type can effect the simulation.

 

3.1 Mesh Density

It is known that high density meshes provide more accurate models of behaviour than less dense meshes. To ascertain how the mesh density effects the accuracy of the model, the nodal displacements for each mode of vibration were investigated. Consider the beam in Figure 2.

Figure 2 beam to undergo modal analysis

 

 

 

Figure 3 tenth mode of vibration for three meshes of different density

 

The element nodes are displaced by slightly different amounts for meshes of different density. The node displacements of the finest mesh are used as a metric to assess the accuracy of the other (coarser) meshes. If a node displacement for a coarse mesh is compared against the node displacement of the fine mesh (Figure 4), the relative difference of the node displacements can be calculated. Taking the average of this relative difference across a series of nodes will give a measure of the accuracy of the coarse mesh. Figure 5 shows the results for a set of these comparisons.

 

Figure 4 comparison of node displacements for meshes of different density

 

Figure 5 graph showing the relative difference in node displacements for
hexahedral meshes of density (different numbers of degrees of freedom)

 

As can be seen from Figure 5, the coarser the mesh the less accurate the finite element analysis. Furthermore, it can be noted from the graph that the loss of accuracy becomes more appreciable when the mesh has less than 1000-1500 degrees of freedom. There is little difference in accuracy between meshes with 5000 degrees of freedom and those with 1000 degrees of freedom (although this would represent a huge reduction in computation costs). From these results it is suggested that a finite element mesh with around 1000 degrees of freedom produces sufficient accuracy for a physical simulation. This will not apply in all situations with all meshes and object shapes, however, it is a good guide to expected behaviour. As stated previously, this analysis was undertaken on simple volumetric shapes and is not valid for complex shapes.

 

3.2 Element Types and Shapes

There are two main types of element used in volumetric finite element meshes, hexahedral and tetrahedral shaped elements. Generally, the greater the number of nodes in one element the better that element will model continuous behaviour, although the equations describing the element behaviour also dictate the accuracy (see Cook et al., 1989 for more details).

The analysis described above for hexahedral meshes of different density was also undertaken with meshes of tetrahedral elements. Figure 6 shows the same mode of vibration for two different density tetrahedral meshes. Comparing these meshes with those of the hexahedral meshes in Figure 3, it can be noted that in the case of the tetrahedral meshes the mode for the less dense mesh is appreciably different in shape to the finer mesh. In general the (8-node) hexahedral meshes are more stable than the (10-node) tetrahedral meshes. This result bears out accepted wisdom (NAFEMS, 1986), which suggests that whilst it is easier to mesh a general object using tetrahedral elements, hexahedral elements produce more accurate results during analysis.

 

Figure 6 deformed shape of the twentieth mode for two different density tetrahedral meshes

 

3.2 Material Properties

The fall-off in accuracy with a reduction in mesh density is also dependent upon the type of material used. The Modulus of Elasticity determines the overall flexibility of the object, so this will govern the actual amount of deformation for each mode of vibration. However, this does not effect the relative displacements for meshes with different densities, this is dominated by the effect of Poisson’s ratio (v).

When a bar is loaded in tension, the width of the bar becomes smaller as the length increases. Poisson’s ratio expresses this relationship, between the strain in the lateral direction and that in the longitudinal direction. This ratio ranges between 0.2 and 0.5 for most materials (see Gere and Timoshenko, 1991 for examples). Lower values of Poisson’s ratio signify the body will not stretch as much under tension, accordingly the value for rubber (v = 0.45ƒ 0.5) is higher than for aluminium (v = 0.33).

Figure 5 demonstrates that coarse meshes of rubber are poorer approximations than the equivalent meshes of aluminium or nylon (v = 0.4), this is the effect of Poisson’s ratio. Consequently, in terms of physical simulation, materials with low Poisson’s ratio are more accurately modelled with coarse meshes. Although this situation does not constitute a limitation on materials that can modelled, it is worth noting during the building of a virtual environment application as it may effect the choice of mesh density used.

 

3.3 Number of Modes in Superposition

As mentioned previously reducing the number of modes used in the superposition will vastly reduce the computational costs. How many modes can be cut out of the superposition without a great loss in accuracy? This section focuses on results from an experiment designed to discover the answer to this question.

A dynamic transient analysis was performed using the finite element analysis software ANSYSŪ. A small rubber beam was fixed at one end and forces were applied at free nodes. A transient analysis of this situation demonstrates how the beam deforms under the action of the forces (Figure 7 shows the forces and the resulting deformation). The simulation can be performed with any number of modes used in the superposition.

 

Case 1

 

Case 2

 

Figure 7 beam with forces and displacement constraints and the resultant deformation due to the forcing functions. Case1 is a simple bending deformation, Case 2 slightly twists the beam

To measure the loss in accuracy for different numbers of modes in the superposition, the nodal displacements of a series of mode superpositions were compared against an analysis using 1000 modes. Figure 8 shows the average results for this kind of comparison.

 

 

Figure 8 graph showing, for a rubber beam, the average relative difference in node
displacements of a series of mode superpositions with different numbers of modes.
This is for the two cases of loading shown in Figure 7.

 

It can be seen that there is not a great fall off in accuracy for analyses using between 1000 and 100-200 modes. However, if less than 100 modes are used the results become less reliable. A reduction in the number of modes used from 1000 to 100 would represent a 90% reduction in the number of equations solved at each time-step. This efficiency saving produces only a comparatively small loss in accuracy.

The two cases shown in Figure 7 emphasise the effects of high frequency modes upon object deformation. Figure 8 shows that, when the number of modes is reduced, the simulation for Case 1 is more accurate than the simulation for Case 2. The twisting effects of deformation are the result of higher frequency modes of vibration, therefore when the higher frequency modes are eliminated the twisting effects are removed. Case 1 depends less on the high frequency modes than Case 2 and thus remains more accurate when the high frequency modes are removed.

 

4 Conclusion

The results of the experiments described in this paper, suggest the computational cost of a finite element analysis, can be significantly reduced without a great loss in accuracy. This reduction in complexity increases the potential of using Modal Analysis in a unified physical model for virtual environment applications.

The use of relatively coarse meshes reduces the number of calculations during the generation of the finite element equations and the modes of vibration. It has been demonstrated that relatively coarse meshes can be used without a noticeable effect upon the accuracy. Also, hexahedral elements provide a more stable finite element solution than tetrahedral elements. An interesting point raised from the experiments is the effect of Poisson’s ratio upon the accuracy of simulation. Materials with low Poisson’s ratio maintain accuracy longer when the number of degrees of freedom is reduced. This could affect the choice of mesh density in some simulations.

A considerable saving on processing time can be made by reducing the number of modes in the superposition. It is demonstrated that accuracy is maintained when only a fraction of the available modes are used in the simulation.

Overall, the results here suggest more effort should be directed at evaluating this method in a purpose built virtual environment. Timings for dynamic simulation must be compared against rendering times and other operations in the virtual environment (such as collision detection), in order to demonstrate the use of this model in future systems.

 

Acknowledgements

This work is supported by the Engineering and Physical Sciences Research Council (EPSRC) of the United Kingdom. The ANSYSŪ software product is furnished and licensed by ANSYS, Inc.

 

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