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FeAtures




          Figure 3                                              Figure 4
















                                                                (A) Storage modulus and (B) tan δ of the injection moulded flame
                                                                retarded non‐reinforced and self‐reinforced PP samples
                                                                The mechanical performance of the injection moulded
                                                                samples was characterized by standard tensile tests.

          Heat release rate curves of injection moulded non‐reinforced and   Typical stress-strain curves are presented in Figure 5.
          self‐reinforced PP sheets                             The non-reinforced samples, after reaching the
                                                                ultimate tensile strength, elongated non-uniformly
          3.3 Mechanical properties
                                                                with necking over the entire testing region (20-mm
          The storage modulus and tanδ curves collected during   cross-head displacement). Apparently, the FR loading
          DMA analyses performed on the non-reinforced and      did not affect the character of thestress-strain curves
          self-reinforced  ePP  sheets  are  plotted  in  Figure  4.   of the non-reinforced ePP samples. By contrast, failure
          In Figure  4A, drastic fall of the storage modulus    of the composites occurred due to significantly higher
          curves of the examined samples can be observed        deforming stresses, and without preceding necking.
          around  −20°C  which  is  due  to  the  glass  transition   At identical tensile stress, due to the presence of FR
          of the ePP matrix material. It can be seen that       particles, the 10% FR containing composite (SR_FR10)
          below the glass transition temperature of the ePP     elongated more than the additive-free self-reinforced
          matrix, the stiffness of the additive-free and the    composite (SR_PP). Rupture occurred around 30  MPa
          10% FR containing composites exceeds significantly    for both samples. At 15% FR loading, however, the SR-
          that  of  the  non-reinforced  samples  indicating  high   PPC (SR_FR15) barely exceeded 16 MPa tensile stress
          reinforcement level of the embedded hPP fibres. In    and fractured after relatively high deformation. It was
          the  case  of  the  SR-PP_FR15 sample,  however,  the   found  that  during  tensile  tests,  the  flame  retarded
          stiffening effect of the fibres does not prevail. Above   composites elongated more than the additive-free
          the glass transition temperature of the amorphous     SR-PPCbecause the presence of FR particles at the
          ePP, the storage modulus of the non-reinforced        fibre-matrix interphase allowed the matrix to elongate
          samples holds close to zero. In this region, the storage   more freely. Nevertheless, at 20% FR loading in the
          moduli of all the composites preserve much higher     matrix (SR_FR10), the load-bearing capacity of the
          values, which is due to the stiffening effect of the   SR-PPC did not change noticeably, but the presence of
          unmelted semicrystalline hPP fibre. By this means,    30% FR particles in the matrix (SR_FR15) already caused
          the temperature range of applicability of the flame   significant deterioration of the tensile strength.
          retarded SR-PPCs is broadened compared with the       The results of the tensile tests are shown in Figure 6A,B.
          non-reinforced ePP samples. The analysis of the tanδ   It can be seen that compared with the non-reinforced
          curves (Figure 4B) reveals identical glass transition   ePP, a 4-fold increase of the tensile strength and a 7-
          temperature of −15°C for all the measured samples,    fold increase of the tensile modulus were achieved by
          but significant differences occur in the damping factor   preparing short-fibre reinforced SR-PPCs. The achieved
          values depending on fibre content.
                                                                noticeable  improvement of  the tensile properties is
                                                                significantly better than achieved earlier by injection




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