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Finite element modeling and simulation with Ansys workbench

Finite element modeling and simulation with Ansys workbench
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Barcode Shelf Location Collection Volume Ref. Branch Status Due Date Res.
10033555 TA347.F5.C44 2019
 Engineering   GUtech Library . . Available .  
10033556 TA347.F5.C44 2019
 Engineering   GUtech Library . . Available .  
10033557 TA347.F5.C44 2019
 Engineering   GUtech Library . . Available .  
10033558 TA347.F5.C44 2019
 Engineering   GUtech Library . . Available .  
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10033573 TA347.F5.C44 2019
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Catalogue Information
Field name Details
ISBN 9781138486294
Language Eng
Shelf Location TA347.F5.C44 2019
Author Chen, Xiaolin
Title Finite element modeling and simulation with Ansys workbench
2nd ed.
Publisher Boca Raton : Crc Press , 2019
Description xiii, 457 p. : ill. ; 26 cm
Specific Type of Material Book
Contents 1. Introduction; 1.1 Some Basic Concepts; 1.1.1 Why FEA?; 1.1.2 Finite Element Applications in Engineering; 1.1.3 FEA with ANSYS Workbench; 1.1.4 A Brief History of FEA; 1.1.5 A General Procedure for FEA; 1.2 An Example in FEA: Spring System; 1.2.1 One Spring Element; 1.2.2 A Spring System; 1.2.2.1 Assembly of Element Equations: Direct Approach; 1.2.2.2 Assembly of Element Equations: Energy Approach; 1.2.3 Boundary and Load Conditions; 1.2.4 Solution Verification; 1.2.5 Example Problems; 1.3 Overview of ANSYS Workbench. 1.3.1 The User Interface1.3.2 The Toolbox; 1.3.3 The Project Schematic; 1.3.4 Working with Cells; 1.3.5 The Menu Bar; 1.4 Summary; Problems; 2. Bars and Trusses; 2.1 Introduction; 2.2 Review of the 1-D Elasticity Theory; 2.3 Modeling of Trusses; 2.4 Formulation of the Bar Element; 2.4.1 Stiffness Matrix: Direct Method; 2.4.2 Stiffness Matrix: Energy Approach; 2.4.3 Treatment of Distributed Load; 2.4.4 Bar Element in 2-D and 3-D; 2.4.4.1 2-D Case; 2.4.4.2 3-D Case; 2.4.5 Element Stress; 2.5 Examples with Bar Elements; 2.6 Case Study with ANSYS Workbench; 2.7 Summary. 2.8 Review of Learning ObjectivesProblems; 3. Beams and Frames; 3.1 Introduction; 3.2 Review of the Beam Theory; 3.2.1 Euler-Bernoulli Beam and Timoshenko Beam; 3.2.2 Stress, Strain, Deflection, and Their Relations; 3.3 Modeling of Beams and Frames; 3.3.1 Cross Sections and Strong/Weak Axis; 3.3.2 Support Conditions; 3.3.3 Conversion of a Physical Model into a Line Model; 3.4 Formulation of the Beam Element; 3.4.1 Element Stiffness Equation: The Direct Approach; 3.4.2 Element Stiffness Equation: The Energy Approach; 3.4.3 Treatment of Distributed Loads. 3.4.4 Stiffness Matrix for a General Beam Element3.5 Examples with Beam Elements; 3.6 Case Study with ANSYS Workbench; 3.7 Summary; 3.8 Review of Learning Objectives; Problems; 4. Two-Dimensional Elasticity; 4.1 Introduction; 4.2 Review of 2-D Elasticity Theory; 4.2.1 Plane Stress; 4.2.2 Plane Strain; 4.2.3 Stress-Strain (Constitutive) Equations; 4.2.4 Strain and Displacement Relations; 4.2.5 Equilibrium Equations; 4.2.6 Boundary Conditions; 4.2.7 Exact Elasticity Solution; 4.3 Modeling of 2-D Elasticity Problems; 4.4 Formulation of the Plane Stress/Strain Element. 4.4.1 A General Formula for the Stiffness Matrix4.4.2 Constant Strain Triangle (CST or T3); 4.4.3 Quadratic Triangular Element (1st or T6); 4.4.4 Linear Quadrilateral Element (Q4); 4.4.5 Quadratic Quadrilateral Element (Q8); 4.4.6 Transformation of Loads; 4.4.7 Stress Calculation; 4.4.7.1 The von Mises Stress; 4.4.7.2 Averaged Stresses; 4.4.8 General Comments on the 2-D Elements; 4.5 Case Study with ANSYS Workbench; 4.6 Summary; 4.7 Review of Learning Objectives; Problems; 5. Modeling and Solution Techniques; 5.1 Introduction; 5.2 Symmetry; 5.2.1 An Example; 5.3 Substructures (Superelements).
Subject Finite element method
Engineering mathematics
ANSYS.
Other name(s) Liu, Yijun
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