Page 44 - Mechanics Analysis Composite Materials
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Chapter 2


            FUNDAMENTALS OF MECHANICS OF SOLIDS






              Behavior of composite materials whose micro- and macro-structures are much
            more complicated than  those  of  traditional  structural  materials such  as metals,
            concrete,  and  plastics  is  nevertheless  governed  by  the  same  general  laws  and
            principles of mechanics whose brief description is given below.



            2.1.  Stresses
              Consider a solid body referred to Cartesian coordinates as in Fig. 2. I. The body is
            fixed at the part S, of the surface and loaded with body forces qr.having coordinate
            components qx, q,.,  and qr, and with  surface tractions ps specified by  coordinate
            components px,p.,  and pi.Surface tractions act on surface S,  which is determined
            by its unit normal n with coordinate components I,, I,,,  and I, that can be referred to
            as directional cosines of the normal, i.e.,
               I,  = cos(n,x),  />.= cos(n,y),  z, = cos(II,z) .               (2.1)


            Introduce some arbitrary cross-section formally separating the upper part  of  the
            body from its lower part. Assume that the interaction of these parts in the vicinity of
            some point A  can be simulated with some internal force per unit area or stress r~
            distributed over this cross-section according to some unknown yet law. Because the
            Mechanics of Solids is a phenomenologicaltheory (see the closure of Section 1.1) we
            do not care about the physical nature of stress, which is only a parameter of our
            model of  the real material (see Section 1.1) and, in contrast to forces F, has never
            been observed in physical experiments.Stress is referred to the plane on which it acts
            and is usually decomposed into three components - normal stress (a2in  Fig. 2.1)
            and shear stresses (7,  and rZyin Fig. 2.1). Subscript of the normal stress and the first
            subscript of the shear stress indicate the plane on which the stresses act. For stresses
            shown in  Fig. 2.1, this is the plane whose normal is parallel to axis-z. The second
            subscript of the shear stress shows the axis along which the stress acts. If we single
            out a cubic element in the vicinity of point A (see Fig. 2. I),  we should apply stresses
            to all its planes as in Fig. 2.2 which also shows notations and positive directions of
            all the stresses acting inside the body referred to Cartesian coordinates.

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