Download Finite Element Method: A Practical Course by G. R. Liu PDF

By G. R. Liu

The Finite point approach (FEM) has turn into an crucial expertise for the modelling and simulation of engineering structures. Written for engineers and scholars alike, the purpose of the booklet is to supply the required theories and strategies of the FEM for readers which will use a advertisement FEM package deal to unravel basically linear difficulties in mechanical and civil engineering with the main target on structural mechanics and warmth move. basic theories are brought in a simple means, and cutting-edge innovations for designing and interpreting engineering structures, together with microstructural structures are defined intimately. Case stories are used to illustrate those theories, equipment, recommendations and sensible functions, and various diagrams and tables are used all through. The case reviews and examples use the industrial software program package deal ABAQUS, however the strategies defined are both acceptable for readers utilizing different functions together with NASTRAN, ANSYS, MARC, and so forth. complete units of PowerPoint slides constructed via the authors for his or her direction on FEM can be found as a unfastened obtain from a better half site. * a realistic and available consultant to this complicated, but vital topic * Covers modeling options that expect how parts will function and tolerate rather a lot, stresses and lines in truth * complete set of PowerPoint presentation slides which illustrate and aid the booklet can be found on a spouse web site.

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Extra resources for Finite Element Method: A Practical Course

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58) ∂x 4 The static equilibrium equation for beams can be obtained similarly by dropping the dynamic term in Eq. 13. 14. The difference is that the forces applied on a plate are in the direction perpendicular to the plane of the plate. A plate can also be viewed as a 2D analogy of a beam. Therefore, a plate experiences bending resulting in deflection w in the z direction, which is a function of x and y. 1 Stress and Strain The stress σzz in a plate is assumed to be zero. Similar to beams, there are several theories for analysing deflection in plates.

Application of Hamilton’s principle will conveniently guarantee a combination of this assumed set of displacements to produce the most accurate solution for the system that is governed by the strong form of the system equations. The power of Hamilton’s principle (or any other variational principle) is that it provides the freedom of choice, opportunity and possibility. For practical engineering problems, one usually does not have to pursue the exact solution, which in most cases are usually unobtainable, because we now have a choice to quite conveniently obtain a good approximation using Hamilton’s principle, by assuming the likely form, pattern or shape of the solutions.

The strong form, in contrast to a weak form, requires strong continuity on the dependent field variables (the displacements u, v and w in this case). Whatever functions that define these field variables have to be differentiable up to the order of the partial differential equations that exist in the strong form of the system equations. Obtaining the exact solution for a strong form of the system equation is usually very difficult for practical engineering problems. The finite difference method can be used to solve system equations of the strong form to obtain an approximated solution.

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