Page 332 - Mechanics Analysis Composite Materials
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Chapter 7.  Environmental, special loading, and manufacturing effects   317

                                 1-

                                0.8   .

                                0.6   .

                                0.4   '

                                   -
                               0.2
                                 0                         T,"C
                                  0      40     a6     120
            Fig. 7.8.  Experimental  dependencies  of  normalized  stiffness (solid  lines)  and  strength  (broken  lines)
                    characteristics of unidirectional  glass-polypropylene  composite on temperature.

            composite under heating up to 2500°C demonstrates only 7% reduction of tensile
            strength  and  about  30%  reduction  of  compressive strength  without  significant
            change of stiffness.
              Analysis of thermoelasticdeformation for materials whose stiffnesscharacteristics
            depend  on  temperature  presents  substantial  difficulties  because  thermal  strains
            are caused not  only by  material thermal expansion, but  also by  external forces.
            Consider, for example, a structural element under temperature TOloaded with some
            external force POand assume that the temperature is increased up to the level TI.
            Then, the temperature change will cause the thermal strain associated with material
            expansion, and the force PO,being constant, also induces additional strain because
            material  stiffness at  temperature  TIis  less  than  stiffness at  temperature  TO.To
            determine the final stress and strain state of  the structure, we  should describe the
            process of loading and heating using, e.g.,  the method  of successive loading (and
            heating) presented in  Section 4.1.2.



            7.2.  Hygrothermal effects and aging

              Effects that  are similar to temperature action,  i.e.,  expansion and  degradation
            of  properties are also exerted  by  moisture.  Moisture  absorption  is  governed  by
            equation  analogous  to  Eq. (7.2)  in  which  T  should  be  changed  for  moisture
            concentration  W  and  1.  - for  moisture  diffusion  coefficient  p.  The  principal
            difference that  exists  between  temperature  and  moisture  diffusion  processes  is
            associated with high differencebetween 1and p, the first being much higher than the
            second one. As shown by  Shen and Springer (1976), the temperature increasing in
            time inside the surface-heated shell approaches the steady state temperature about
            lo6 times faster than  the moisture content  approaches the stable state under the
            same  conditions.  Moisture  content  in  the  material  depends  on  environmental
            conditions, temperature, pressure, fiber and matrix materials, levels of porosity, and
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