By Andreas Öchsner, Graeme E. Murch, Marcelo J. S. de Lemos

ISBN-10: 3527319387

ISBN-13: 9783527319381

Offering the reader with a superior knowing of the basics in addition to an know-how of contemporary advances in houses and purposes of mobile and porous fabrics, this guide and prepared reference covers all vital analytical and numerical tools for characterizing and predicting thermal homes. In so doing it at once addresses the detailed features of foam-like and hole-riddled fabrics, combining theoretical and experimental features for characterization reasons.

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Read e-book online Cellular and Porous Materials: Thermal Properties Simulation PDF

Offering the reader with a superior figuring out of the basics in addition to an information of contemporary advances in houses and functions of mobile and porous fabrics, this instruction manual and prepared reference covers all vital analytical and numerical equipment for characterizing and predicting thermal houses.

Extra resources for Cellular and Porous Materials: Thermal Properties Simulation and Prediction

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And Koyama, H. (1996) A numerical study of thermal dispersion in porous media. J. Heat Transfer, 118, 756–761. 43 Kuwahara, F. and Nakayama, A. (1998) Numerical modeling of non-Darcy convective flow in a porous medium. 44 45 46 47 48 49 50 51 Heat Transfer 1998: Proc. 11th Int. Heat Transfer Conf. Kyongyu, Korea, Taylor & Francis, Washington, DC, 4, 411–416. , Yamashita, S. and Nakayama, A. (1998) Numerical modeling of turbulent flow in porous media using a spatially periodic array. J. Porous Media, 1, 47–55.

4 Four-Node Planar Bilinear Quadrilateral (Quad4) As a typical simple element representative, a four-node, isoparametric, arbitrary quadrilateral (Quad4) is discussed in the following. This element can be used for planar (as well as 3D) heat transfer applications. As this element uses bilinear shape functions, the thermal gradients tend to be constant throughout the element. 5). 5 Heat transfer quadrilateral element in Cartesian and unit space. 2 Finite Element Method 2 qN1 qj qN1 qh 6 qj qx þ qh qx 6 6 6 qN2 qj qN2 qh 6 6 qj qx þ qh qx 6 B¼6 6 qN3 qj qN3 qh 6 6 qj qx þ qh qx 6 6 4 qN4 qj qN4 qh þ qj qx qh qx 3 qN1 qj qN1 qh þ qj qy qh qy 7 7 7 qN2 qj qN2 qh 7 7 þ qj qy qh qy 7 7 7 ¼ ½4  2Š qN3 qj qN3 qh 7 7 þ qj qy qh qy 7 7 7 qN4 qj qN4 qh 5 þ qj qy qh qy ð2:24Þ In the following, we are going to evaluate first the shape functions N and then the geometric terms like qx/qx, etc.

Clough baptised the method in 1960 [4] and went on to form at Berkeley the first research group to propel the idea into civil engineering applications. Olek C. Zienkiewicz, originally an expert on finite difference methods, was convinced in 1964 by Clough to try FEM. He went on to write the first textbook on the subject in 1967 [5] and to organize another important civil engineering research group in the University of Wales at Swansea. Other important works were carried out at MIT in Cambridge, MA and the University of Stuttgart in Germany.

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Cellular and Porous Materials: Thermal Properties Simulation and Prediction by Andreas Öchsner, Graeme E. Murch, Marcelo J. S. de Lemos


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