http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
BASIC Stress Analysis aims to help students to become proficient at BASIC programming by actually using it in an important engineering subject. It also enables the student to use computing as a means of learning stress analysis because writing a program is analogous to teaching-it is necessary to understand the subject matter. The book begins by introducing the BASIC approach and the concept of stress analysis at first- and second-year undergraduate level. Subsequent chapters contain a summary of relevant theory, worked examples containing computer programs, and a set of problems. Topics cover.
Front Cover; Basic Stress Analysis; Copyright Page; Preface; Table of Contents; Principal stress analysis notation; Chapter 1. Introduction to BASIC; 1.1 The BASIC approach; 1.2 The elements of BASIC; 1.3 Checking programs; 1.4 Different computers and variants of BASIC; 1.5 Summary of BASIC statements; 1.6 Bibliography; Chapter 2. Introduction to stress analysis; 2.1 The nature of stress analysis; 2.2 The aims of stress analysis; 2.3 The principles of stress analysis; 2.4 Units; 2.5 The scope of this book; 2.6 References; Chapter 3. Direct stress and strain; 3.1 Direct stress
3.2 Direct strain3.3 Stress-strain relationships; 3.4 Poisson's ratio; 3.5 Hooke's law in three dimensions; 3.6 Strain energy; 3.7 Temperature stresses; 3.8 Compound bars; WORKED EXAMPLES; Example 3.1 Direct stress; Example 3.2 Young's modulus from tensile tests; Example 3.3 Design of tensile members using preferred sizes; Example 3.4 Impact loading; Example 3.5 Materials comparison; PROBLEMS; Chapter 4. Shear and torsion; ESSENTIAL THEORY; 4.1 Shear stress; 4.2 Shear strain; 4.3 Stress-strain relations; 4.4 Relationship between elastic constants; 4.5 Torsion of circular shafts
WORKED EXAMPLESExample 4.1 Pressure vessel safety valve design; Example 4.2 Simple riveted joint analysis; Example 4.3 Relation between elastic constants; Example 4.4 Design of circular shafts; Example 4.5 Design of circular shaft using preferred sizes; Example 4.6 Least squares analysis of torque-twist data; PROBLEMS; Chapter 5. Bending; ESSENTIAL THEORY; 5.1 Representation of beams; 5.2 Reactions and fixing moments; 5.3 Shear force and bending moment; 5.4 Direct stresses in beams; 5.5 Shear stresses in beams; 5.6 Beam deflections; 5.7 Other aspects of bending; WORKED EXAMPLES
Example 5.1 Shear force and bending moment distributionExample 5.2 Analysis of simply supported beam with point load; Example 5.3 Simple beam design; Example 5.4 Section properties of a T beam; Example 5.5 Shear stresses in a symmetrical I beam; Example 5.6 Slopes and deflections by integration; PROBLEMS; Chapter 6. Complex stress and strain; ESSENTIAL THEORY; 6.1 Combined bending and axial loading; 6.2 Complex stress in two dimensions; 6.3 Mohr's (stress) circle; 6.4 Complex strain in two dimensions; 6.5 Three-dimensional stress systems; WORKED EXAMPLES
Example 6.1 Manual iterative design of a hollow box beamExample 6.2 Automatic iterative design of a simple beam; Example 6.3 Analysis of complex stresses; Example 6.4 Principal stresses in a beam; Example 6.5 Strain gauge rosette analysis; PROBLEMS; Chapter 7. Failure; ESSENTIAL THEORY; 7.1 Failure concepts; 7.2 Yield criteria; 7.3 Brittle fracture; 7.4 Fracture mechanics; 7.5 Fatigue; 7.6 Buckling; WORKED EXAMPLES; Example 7.1 Safety factors using yield criteria; Example 7.2 Circular shaft design; Example 7.3 Fracture mechanics parameters; Example 7.4 Cumulative fatigue damage
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London ; Boston : Butterworth Scientific, 1982