Series of spatial structure: solid and structural analysis of the theory and the finite element method(Chinese Edition)

Ship out in 2 business day, And Fast shipping, Free Tracking number will be provided after the shipment.Paperback. Pub Date: 2013 Pages: 652 Language: spatial structure of Chinese Publisher: Southeast University Press Series: Solid and structural analysis theory and finite element method is divided into five parts. The first part is a Chapter 7. mainly related to basic and applied basic continuum mechanics and plasticity theory. detailed discussion of the deformation of the solid and structural elements of the simple state of stress and the complex stress state relations and physical relationship; second part is from 8 to 9 chapter briefly discussed the mathematical basis and the physical basis of the finite element. and then elaborated - like the process and method of the finite element method; third part is 10 to 13. chapter. specific discussion of the structure of solids and a common unit. and analyze spatial and plane problem. shell. space bar. space beam; 14 to 15. to discuss the implementation of the white locks and finite element method; fifth part of Chapter 16 to 21 to discuss the structure of the geometric nonlinear analysis elastoplastic analysis. The geometric displacement dynamic analysis and solid structure analysis and related algorithms. in addition to involves some special problems. such as contact with friction and dynamic finite element method with. The spatial structure of the series: solid and structural analysis theory and finite element method for structures. bridges. hydraulic. marine. aerospace. vehicle and body structure engineering technicians. designers. researchers and University Graduate Reference . also available as an undergraduate and graduate teaching reference books. Contents: Preface Introduction 1 stress state 1.1 stress tensor and its invariants 1.1.1 stress tensor 1.1.2 stress tensor invariants 1.2 stress deviator tensor and its invariant 1.2.1 Stress 1.2.2 Stress tensor partial partial tensor invariant stress space 1.3 Stress intensity 1.4 1.5 Stress 1.5.1 Euler (Euler) stress 1.5.2 first Piola-Kirchhoff stress strain state of 1.5.3 second Piola-Kirchhoff stress 1.6 Stress objective rate of 2.1 deformation and the strain description 2.1.1 Euler (Euler) and Lagrange (Lagrange) coordinates (Euler) 2.1.2 Euler and Lagrange (Lagrange) Description 2.1.3 2.1.4 displacement deformation gradient. displacement gradient 2.1.5 Description 2.2 strain strain tensor and its invariants 2.2.1 2.2.2 strain tensor strain tensor invariant 2.3 2.3.2 strain strain deviatoric tensor and its invariants 2.3.1 Strain partial tensor partial Zhang invariants 2.4 strain intensity 2.5 strain 2.5.1 strain defined the 2.5.2 line element geometry 2.5.3 engineering strain 2.5.4 Green (Green) strain 2.5.5 Armand Adams (Almansi) strain 2.5.6 logarithmic strain 2.7 strain rate of 2.6 strain relations between 2.7.1 material derivative and spatial derivatives 2.7.2 speed gradient tensor physical the relations 3.1 plasticity foundation 3.1.1 Overview 3.1.1.1 plastic analysis theory Overview 3.1.1.2 plastic preliminary 3.1.2 beam the concept of bending and rebound 3.1.2.1 General section beam of pure bending and rebound 3.1.2.2 rectangular cross-section beams pure bending and rebound 3.1.3 yield surface 3.2 3.2.1 yield condition yield condition 3.2.2 to homosexual material yield conditions 3.2.2.1 Tresca yield condition (Tresca) 3.2.2.2 Misai Si (Mises) yield condition 3.2.2.3 Misai Si (Mises) and Tresca yield condition (Tresca) 3.2.2.4 Schmitt (Schmidt) yield condition 3.2.3 isotropic material yield condition 3.2.3.1. brother (DruckerPrager). Duroc Brown yield conditions the 3.2.3.2 Moerkulun (Mohr-Coulomb) yield more precise conditions 3.2.3.3 3.2.4 orthotropic materials yield condition yield condition 3.2.5 successor of the basic concepts of the yield condition 3.3 loaded and to uninstall 3.3.1 loading mode and loading criteria 3.3.2 loading criterion 3.3.2.1 reinforcing material loaded guidelines 3.3. 2.2 ideal elastic-pla.