Page 363 - Engineered Interfaces in Fiber Reinforced Composites
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344               Engineered interfaces in fiber reinforced composites

                    and latter laminates. The tensile normal stress is harmful as it opens up the free edge,
                    leading to delamination.
                      The presence of [ + 15'1  and [ f 45'1  layers in a laminate also changes drastically
                    the magnitude and sign of the interlaminar normal stress, oz, depending on the layer
                    stacking  sequence.  Typical  distributions  of  the  interlaminar  normal  stress,  oz,
                    obtained near the free edge when subjected to an uniaxial tension are presented in
                    Fig.  8.13 (b) (Pagan0 and Pipes,  1971) for the laminates with  stacking sequences
                    [ f 15O/ f 4S0],,  [ 1 So/ f 45"/-1 So],  and  [ f 4S0/ f 1 SO],.  It  is  clearly  shown  that  the
                    [ f 15"/ f 45"Is laminate has the highest tensile stress concentration in the mid-plane,
                    due to  the largest  difference in  the  stacking  angle.  From  design  considerations,
                    stacking sequence should be selected which can result in low tensile or compressive
                    normal stresses under tension.
                      The influence of material and stacking sequence on failure of  boron fiber-epoxy
                    matrix laminates was studied by Daniel et al. (1974), and is summarized in Table 8.3.
                    It  is  noted  that  the  ultimate  tensile  strength  depends  largely  on  the  stress
                    concentration and the volume fraction of [O"] plies. Laminates with a high fraction
                    of [OO] plies, but with sufficient number of [45"] plies have the highest strength among
                    those studied, due to the low stress concentrations. Laminates without either [0°] or
                    [45O] layers fail prematurely due to the delamination initiated from the free edges:
                    laminates without [45"] plies give the lowest notch strength, whereas those without
                    [OO]  layers  show  the  lowest  unnotched  strength  (Daniel  et  al.,  1974). The  other
                    parameter which influences the interlaminar stresses is the ply thickness. Thick plies
                    tend  to encourage higher interlaminar  stresses, thus causing premature  delamina-
                    tion. It is shown that the critical strain for the onset of delamination decreases with
                    increase in 90" ply thickness in the laminate, in particular when placed in the mid-
                    plane (O'Brien,  1983).


                    Table 8.3
                    Effect of laminate layup and stacking sequence on stress concentration and strength of boron fiber-epoxy
                    matrix composites containing circular holes under uniaxial tension".
                                                                                       ~~
                    Layup        Young's   Measured stress  Predicted stress  Notched   Unnotched  Strength
                                 modulus  concentration   concentration   strength, u~  strength, uo  ratio,
                                 (GPa)   factor      factor      (MW       (MPa)    uN/cO
                    [0°/900/00/900]s  115.2   4.82   5.80        194       61 7     0.314
                    [ODz/ k45°/00],   133.9   3.58   3.68        498       807      0.617
                    [ f 45°/002/00]s   127.3   4.02   3.68       426       807      0.529
                    [Oo/ ~45°/O"/90"], 115.2   3.34   3.45       29  1     669      0.435
                    [0°2/=k450/900]s  116.3   3.15   3.45        29 1      669      0.435
                    [Oo/ i~45~/90"],  79.5   3.08    3  .OO      180      457       0.394
                    [45°/900/00/-45"],  81 .4   3.1   3.00       213       459      0.465
                     [ + 45'/0°/  f 45'1,   59.3   2.46   2.45   206       378      0.546
                     [ k 45O/ i 457,   19.9   2.06   1.84        125       137      0.909
                     [45"2/-45°z1~   20.2   2.55     I .84       115       137      0.833

                    dAfter Daniel et al. (1974).
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