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Technical Overview tuned by each hardware vendor for optimum performance on their machines. The degree of freedom set present in the assembled matrix at any given time is known as the wavefront, which expands and contracts as degrees of freedom are introduced to and deleted from the matrix. After the wavefront has passed through all the elements and the response of each degree of freedom has been computed, postprocessing can be used to display integrated results for the entire model. As an alternative to the default frontal solver, the user can activate either of two iterative solvers, which provide faster solution times and utilize less computer resources in analyzing large models. In almost all analyses, the software is faced with solving a series of linear simultaneous equations. Direct solvers, such as the frontal solver, calculate exact solutions for a set of linear simultaneous equations, while iterative solvers iterate to approximate solutions. The ANSYS program includes three iterative equation solvers: a highly efficient solver, known as the PowerSolver, which is a Preconditioned Conjugate Gradient (PCG) solver, the Jacobi Conjugate Gradient (JCG) solver, and the Incomplete Cholesky Conjugate Gradient (ICCG) solver. Having access to three different solvers enables ANSYS users to maximize productivity by choosing the most appropriate solver for a particular problem. The frontal solver is very efficient for small to moderate-sized problems, while an iterative solver is generally preferable for large, complex problems. The PowerSolver represents a significant technological breakthrough because it transcends the limitations of prior iterative solvers. This solver is extremely reliable and accurate, with a preconditioner specialized for finite elements. It is the only iterative solver that can handle constraint equations and shell elements. The PowerSolver is a new level of technology that permits analysis of complex problems on desktop workstations, providing order of magnitude faster solution times and significant disk savings for large, complicated problems. The PowerSolver is applicable to both h- and p-element analyses and may also be used as an option in subspace 15 iteration modal analysis. Additionally, for linear analyses with higher order planar or tetrahedron elements, a superfast option exists that cuts another factor of two in run times and disk space requirements. The iterative solver can be used to provide more efficient solutions to field problems (including acoustic, heat transfer, and electromagnetic field problems) and other large analyses having symmetric, sparse, positive, and definite matrices. An explicit solver, ANSYS/LS-DYNA, is also available. The explicit solver allows users to efficiently perform dynamic analyses including general, high-speed, largestrain, impact/contact problems; crash-worthiness simulation; failure analysis; and material forming processes including metal, glass, and plastic. ANSYS/LS-DYNA solves highly nonlinear structural problems. The explicit solution method is accomplished without the formation of a stiffness matrix and is ideally suited to problems of short duration involving contact, large deformations, and nonlinear materials. ANSYS/LS-DYNA consists of the combination of ANSYS pre and postprocessing, specifically customized for LS-DYNA3D, and solution of the problem by the LS-DYNA3D explicit solver from Livermore Software Technology Corporation (LSTC). Structural Static Analysis The structural static analysis capabilities in the ANSYS program are used to determine the displacements, stresses, strains, and forces that occur in a structure or component as a result of applied loads (Figures 12 and 13). Static analysis is appropriate for solving problems in which the time-dependent effects of inertia and damping do not significantly affect the structure’s response. This analysis type can be used for many applications, such as determining the stress intensities in fillets of mechanical components or predicting the stresses in a structure resulting from a temperature distribution. Most mechanical and structural engineers are familiar with this type of analysis and have probably