Page 166 - Mechanics Analysis Composite Materials
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Chapter 4. Mechanics of  a composite layer      151

            where























            where,  Ajf  are  stiffness  coefficients  corresponding  to  4 = 0.  As  follows  from
            Eqs. (4.72),







            As  can  be  seen  in  Eqs. (4.73), there exist the  following differential relationships
            between tensile and coupling stiffnesses (Verchery and Gong, 1999):






            It  can  be  directly  checked  that  Eqs. (4.73)  provide  three  invariant  stiffness
            characteristics whose forms do not depend on 4, i.e.,




                                                                              (4.74)



            Any  linear combination  of  these equations  is  also  an  invariant  combination  of
            stiffness coefficients.
              The  inverse  form  of  Eqs. (4.71)  can  be  obtained  if  we  substitute  stresses,
            Eqs. (4.67)  into  Hooke’s  law,  Eqs. (4.55),  and  thus  expressed  strains  - into
            Eqs. (4.70). As a result, we  arrive at the following particular form of  Eqs. (2.48),
            (2.49):
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