Description

Book Synopsis
Mechanical responses of solid materials are governed by their material properties. The solutions for estimating and predicting the mechanical responses are extremely difficult, in particular for non-homogeneous materials. Among these, there is a special type of materials whose properties are variable only along one direction, defined as graded materials or functionally graded materials (FGMs). Examples are plant stems and bones. Artificial graded materials are widely used in mechanical engineering, chemical engineering, biological engineering, and electronic engineering. This work covers and develops boundary element methods (BEM) to investigate the properties of realistic graded materials. It is a must have for practitioners and researchers in materials science, both academic and in industry. Covers analysis of properties of graded materials. Presents solutions based methods for analysis of fracture mechanics. Presents two types of boundary element methods for layered isotropic materials and transversely isotropic materials. Written by two authors with extensive international experience in academic and private research and engineering.

Table of Contents
Chapter 1 Introduction Chapter 2 Fundamentals of elasticity and fracture mechanics Chapter 3 Solutions of three-dimensional layered materials Chapter 4 Solution based boundary element methods of static elasticity Chapter 5 The multi-domain boundary element method for fracture mechanics Chapter 6 Solutions based dual boundary element method for fracture mechanics Chapter 7 Penny-shaped and elliptical cracks in functionally graded solids Chapter 8 Rectangular cracks in layered and functionally graded solids Chapter 9 Fracture mechanics of transversely isotropic bimaterials Chapter 10 Conclusions and remarks

Fracture Mechanics in Layered and Graded Solids: Analysis Using Boundary Element Methods

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    A Hardback by Tian Xiaohong, Quentin Zhong Qi Yue, Higher Education Press

    15 in stock


      View other formats and editions of Fracture Mechanics in Layered and Graded Solids: Analysis Using Boundary Element Methods by Tian Xiaohong

      Publisher: De Gruyter
      Publication Date: 26/05/2014
      ISBN13: 9783110297874, 978-3110297874
      ISBN10: 3110297876

      Description

      Book Synopsis
      Mechanical responses of solid materials are governed by their material properties. The solutions for estimating and predicting the mechanical responses are extremely difficult, in particular for non-homogeneous materials. Among these, there is a special type of materials whose properties are variable only along one direction, defined as graded materials or functionally graded materials (FGMs). Examples are plant stems and bones. Artificial graded materials are widely used in mechanical engineering, chemical engineering, biological engineering, and electronic engineering. This work covers and develops boundary element methods (BEM) to investigate the properties of realistic graded materials. It is a must have for practitioners and researchers in materials science, both academic and in industry. Covers analysis of properties of graded materials. Presents solutions based methods for analysis of fracture mechanics. Presents two types of boundary element methods for layered isotropic materials and transversely isotropic materials. Written by two authors with extensive international experience in academic and private research and engineering.

      Table of Contents
      Chapter 1 Introduction Chapter 2 Fundamentals of elasticity and fracture mechanics Chapter 3 Solutions of three-dimensional layered materials Chapter 4 Solution based boundary element methods of static elasticity Chapter 5 The multi-domain boundary element method for fracture mechanics Chapter 6 Solutions based dual boundary element method for fracture mechanics Chapter 7 Penny-shaped and elliptical cracks in functionally graded solids Chapter 8 Rectangular cracks in layered and functionally graded solids Chapter 9 Fracture mechanics of transversely isotropic bimaterials Chapter 10 Conclusions and remarks

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