Download PDF by Julian A. T. Dow: A Unified Approach to the Finite Element Method and Error

By Julian A. T. Dow

ISBN-10: 0122214404

ISBN-13: 9780122214400

This booklet offers an in-depth historical past to raised knowing of finite point effects and methods for bettering accuracy of finite aspect tools. therefore, the reader is ready to establish and dispose of mistakes contained in finite aspect versions. 3 diversified blunders research innovations are systematically built from a standard theoretical beginning: 1) modeling erros in person components; 2) discretization mistakes within the total version; three) point-wise mistakes within the ultimate pressure or pressure results.Thoroughly category validated with undergraduate and graduate scholars. A Unified method of the Finite point procedure and blunder research approaches is certain to turn into an important source for college kids in addition to training engineers and researchers. * New, easier aspect formula concepts, model-independent effects, and blunder measures* New polynomial-based equipment for picking serious issues* New methods for comparing sheer/strain accuracy* available to undergraduates, insightful to researchers, and invaluable to practitioners* Taylor sequence (polynomial) established* Intuitive elemental and point-wise blunders measures* crucial history details supplied in 12 appendices

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Extra resources for A Unified Approach to the Finite Element Method and Error Analysis Procedures

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A~) (1 3) where Ki is the spring constant. Ai is a relative or local displacement of the spring. The use of relative coordinates enables the strain energy of an individual stiffness element to be written without reference to the global coordinate system. In this way, the strain energy expressions for these elements can be written so that they are independent of a specific problem. However, the procedure for minimizing the potential energy for a specific problem requires that the function be expressed in terms of the linearly independent global coordinates.

Thus, the virtual displacement at the constraint 6rc must be zero. 4) Step 5: When this definition is inserted into Eq. 5) 36 9 Part l This expression states that the work done by the applied forces must equal zero when a virtual displacement is imposed on a system in equilibrium. 5 is the mathematical statement of the principle of virtual work. As just seen, the derivation hinges on the need for the work of the constraint forces to be zero. This requires that the virtual displacements do not violate the geometric constraints of the problem.

When we extended the principle of minimum potential energy to continuous systems, we discovered that a functional (a function of a function) must be minimized. 1) 22 9 Part l Y ~ V _ y(x)+~ ~ (x) _J (x) X [::::=- Figure 1. The variation of a minimizing function. dV(e) dS _0 Figure 2. Variation of V in the neighborhood of q = O. The branch of mathematics that concerns itself with finding the extreme values of a functional (the minima, the maxima, or the saddle points) is the calculus of variations.

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A Unified Approach to the Finite Element Method and Error Analysis Procedures by Julian A. T. Dow


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