Page 310 - Handbook of Properties of Textile and Technical Fibres
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284                             Handbook of Properties of Textile and Technical Fibres

         8.4.2  Influence of characterization conditions

         During a mechanical test, numerous parameters influence the mechanical properties
         which include the following:
         •  The diameter (cross section) may not be constant along the same fiber within the gauge
            length. The Young’s modulus and the strength at break vary with the fiber diameter for
            some batches; in this case, the smaller the diameter the greater the stiffness and strength
            (Baley, 2002; Duval et al., 2011).
         •  The effect of length on the failure stress of the fiber is described as depending on its volume.
            This is also true for glass or carbon fibers that can be affected by defects located both on
            the surface and in the core of the fiber (Poricke and Andersons, 2013; Paramonov and
            Andersons, 2006).
         •  The percentage of water absorbed by the fiber (Baley et al., 2005, 2012; Placet et al., 2011).
         •  The methods of extraction of the fibers and handling (Lefeuvre et al., 2014b).
         •  The loading procedure during fiber testing.
         •  The temperature and humidity during testing and so on.
            Moreover, the fibers exhibit transverse defects, such as kink bands caused by a
         buckling of the fibrillar edifice (Bos et al., 2002) during mechanical treatments, which
         are privileged zones for failure (Baley, 2004). This type of defects is also observed on
         polymeric fibers (polyethylene, aramid) under compression stresses.


         8.4.3  Analysis of tensile behavior of elementary flax fibers

         Plant fibers generally exhibit a nonlinear mechanical behavior. Fig. 8.4 shows the three
         types of stressestrain curves observed on elementary flax fibers subjected to tensile
         loading (Lefeuvre et al., 2014a). Type III is predominantly observed.

                      1400
                                 T I
                      1200
                                 T II
                                 T III
                      1000
                     Stress (MPa)  800

                      600

                      400
                      200

                        0
                         0          1         2         3         4
                                           Strain (%)
         Figure 8.4 Stressestrain deformation curves of TI (linear), TII (two distinct linear sections),
         TIII (one nonlinear section followed by an increase in the tangent modulus). Type III is the
         most common (Lefeuvre et al., 2014a).
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