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224                                     Chapter 5  Stress–Strain Relationships and Behavior


            and similarly for the y- and z-directions and the yz and zx planes. There are two independent elastic
            constants: the elastic modulus E, and Poisson’s ratio ν. The shear modulus G is related to these by

                                                     E
                                              G =                                     (5.68)
                                                  2(1 + ν)
            The volumetric strain is the sum of the normal strains, ε v = ε x + ε y + ε z . For the isotropic,
            homogeneous case, volumetric strain is related to the applied stresses by

                                            1 − 2ν
                                        ε v =      σ x + σ y + σ z                    (5.69)
                                               E
            This equation indicates that the volume change is zero for ν = 0.5. Values for virtually all materials
            lie within the limits ν = 0 and 0.5, usually between ν = 0.2 and 0.4.
               Some materials, notably fibrous composites, are significantly anisotropic. A particular case
            of anisotropy that is often encountered is orthotropy, in which the material has symmetry about
            three orthogonal planes. Such a material has nine independent elastic constants. There is a different
            value of the elastic modulus for each orthogonal direction, E X , E Y , and E Z , and also three
            independent values of Poisson’s ratio and of shear modulus, ν XY , G XY , etc., corresponding to the
            three orthogonal planes. These constants are defined only on the special X-Y-Z coordinate axes
            that are parallel to the planes of symmetry in the material. If the orientation of the coordinate axes
            change, the elastic constants change.
               For in-plane loading of sheets and plates of composite materials with unidirectional fibers, the
            elastic constants can be estimated from those of the reinforcement and matrix materials:
                                                               E r E m
                                E X = V r E r + V m E m ,  E Y =                      (5.70)
                                                           V r E m + V m E r
            In this case, X is the fiber (reinforcement) direction, Y is the transverse direction, and V r , V m are
            the volume fractions of reinforcement and matrix, respectively.


                                  NEW TERMS AND SYMBOLS

            (a) Terms
            anelastic strain                         perfectly plastic
            bulk modulus, B                          Poisson’s ratio, ν
            elastic (Young’s) modulus, E             recovery
            generalized Hooke’s law                  relaxation
            homogeneous                              rheological model
            hydrostatic stress, σ h                  shear modulus, G
            isotropic                                steady-state creep
            linear elasticity                        tensile viscosity, η
            linear hardening                         thermal expansion coefficient, α
            linear viscoelasticity                   transient creep
            orthotropic                              volumetric strain, ε v
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