Page 190 - vol21_editedversion2
P. 190

Mohd Nurilhadi  / JOJAPS – JOURNAL ONLINE JARINGAN PENGAJIAN SENI BINA 0197731035

                              3.35                        7.0                        14.0

                              1.18                        36.3                       72.6
                             0.850                        10.5                       21.0

                             0.500                        10.0                       20.0
                             0.365                        5.1                        10.2

                             0.106                        5.3                        10.6


             3.  Results and analysis

                 3.1. Mechanical testing

                     For mechanical testing, there are two testing that are conducted which is tensile test and impact
                 test(charrpy). The sample of ratio used is (epoxy: fiber)
                                Sample 1 (80:20)
                                Sample 2 (60:40)

                          Sample 3 (50:50)

                      3.1.1.   Tensile test

                                            Table 3.1.1 Result of tensile test
           RATIO                                RESULT OF TENSILE TEST
           SAMPLE      Lo(mm)    Lu(mm)    So(mm)    Su(mm)    Max      Max    Time to  Average of

                                                               Load    Stress   Rupture
                                                                                        Max stress

                         175       177     108.6     108.6     1.210   9.618    54.926


            Sample 1     175       175     108.6     108.6     1.680   15.470   100.262    11.57
             (80:20)
                       Ave. of Maximum   Stress
                         175       176       125.8      117      1.210      9.618      54.926




                         175     173.5     97.6      97.6      0.490   5.020   39.141

            Sample 2

             (60:40)     174       174     86.8      86.8      0.925   10.657   42.939      8.7


                         173     175.5     78.5      89.64     0.810   10.318   29.351


                         172     173       109.8     109.8     1.760   6.922   72.91


          181 | O M I I C O T - V O L 2 1
   185   186   187   188   189   190   191   192   193   194   195