Description: PRINCIPLES OF CONSTRUCTION Composite Materials, Interest, and Properties What is Composite Material? Fibers and Matrix What Can Be Made Using Composite Materials? Typical Examples of Interest on the Use of Composite Materials Examples on Replacing Conventional Solutions with Composites Principle Physical Properties Fabrication Processes Molding Processes Other Forming Processes Practical Hints on Manufacturing Processes Ply Properties Isotropy and Anisotropy Characteristics of the Reinforcement-Matrix Mixture Unidirectional Ply Woven Fabrics Mats and Reinforced Matrices Multidimensional Fabrics Metal Matrix Composites Tests Sandwich Structures What Is a Sandwich Structure? Simplified Flexure A Few Special Aspects Fabrication and Design Problems Nondestructive Quality Control Conception and Design Design of a Composite Piece The Laminate Failure of Laminates Sizing of the Laminate Joining and Assembly Riveting and Bolting Bonding Inserts Composite Materials and Aerospace Construction Aircraft Helicopters Propeller Blades for Airplanes Turbine Blades in Composites Space Applications Composite Materials for Other Applications Composite Materials and the Manufacturing of Automobiles Composites in Naval Construction Sports and Recreation Other Applications MECHANICAL BEHAVIOR OF LAMINATED MATERIALS Anisotropic Elastic Media Review of Notations Orthotropic Materials Transversely Isotropic Materials Elastic Constants of Unidirectional Composites Longitudinal Modulus Poisson Coefficient Transverse Modulus Shear Modulus Thermoelastic Properties Elastic Constants of a Ply Along an Arbitrary Direction Compliance Coefficients Stiffness Coefficients Case of Thermomechanical Loading Mechanical Behavior of Thin Laminated Plates Laminate with Midplane Symmetry Laminate without Midplane Symmetry Elastic Coefficients Elastic Coefficients in an Orthotropic Material Elastic Coefficients for a Transversely Isotropic Material Case of a Ply The Hill-Tsai Failure Criterion Isotropic Material: Von Mises Criterion Orthotropic Material: Hill-Tsai Criterion Variation of Resistance of a Unidirectional Ply With Respect to the Direction of Loading Composite Beams in Flexure Flexure of Symmetric Beams with Isotropic Phases Case of Any Cross Section (Asymmetric) Composite Beams in Torsion Uniform Torsion Location of the Torsion Center Flexure of Thick Composite Plates Preliminary Remarks Displacement Field Strains Constitutive Relations Equilibrium Equations Technical Formulation for Bending Examples APPLICATIONS Applications Level 1 Level 2 Level 3 APPENDICES, BIBLIOGRAPHY, AND INDEX Appendix 1 Appendix 2 Bibliography Index

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