Properties for Design of Composite Structures. Neil McCartney

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indices I and J ranging from 1 to 6. For orthotropic materials the stress-strain relations have the simpler matrix form

      Start 6 By 1 Matrix 1st Row sigma 1 2nd Row sigma 2 3rd Row sigma 3 4th Row sigma 4 5th Row sigma 5 6th Row sigma 6 EndMatrix equals Start 6 By 6 Matrix 1st Row 1st Column upper C 11 2nd Column upper C 12 3rd Column upper C 13 4th Column 0 5th Column 0 6th Column 0 2nd Row 1st Column upper C 21 2nd Column upper C 22 3rd Column upper C 23 4th Column 0 5th Column 0 6th Column 0 3rd Row 1st Column upper C 31 2nd Column upper C 32 3rd Column upper C 33 4th Column 0 5th Column 0 6th Column 0 4th Row 1st Column 0 2nd Column 0 3rd Column 0 4th Column upper C 44 5th Column 0 6th Column 0 5th Row 1st Column 0 2nd Column 0 3rd Column 0 4th Column 0 5th Column upper C 55 6th Column 0 6th Row 1st Column 0 2nd Column 0 3rd Column 0 4th Column 0 5th Column 0 6th Column upper C 66 EndMatrix Start 6 By 1 Matrix 1st Row epsilon 1 2nd Row epsilon 2 3rd Row epsilon 3 4th Row epsilon 4 5th Row epsilon 5 6th Row epsilon 6 EndMatrix minus Start 6 By 1 Matrix 1st Row upper U 1 2nd Row upper U 2 3rd Row upper U 3 4th Row 0 5th Row 0 6th Row 0 EndMatrix upper Delta upper T period(2.164)

      The stress-strain relations (2.163) may be written, using a repeated summation convention for uppercase indices over the range 1, 2, …, 6, as

      The inverse of the matrix CIJ is denoted by the symmetric matrix SIJ such that

      where δIK is the Kronecker delta symbol having the value 1 when I=J and the value 0 otherwise. On multiplying (2.165) on the left by SLI and on using (2.166), it can be shown that

      The quantities VI are the components of the vector V which is associated with the thermal expansion tensor αij. The matrix form of (2.167) is given by

      Start 6 By 1 Matrix 1st Row epsilon 1 2nd Row epsilon 2 3rd Row epsilon 3 4th Row epsilon 4 5th Row epsilon 5 6th Row epsilon 6 EndMatrix equals Start 6 By 6 Matrix 1st Row 1st Column upper S 11 2nd Column upper S 12 3rd Column upper S 13 4th Column upper S 14 5th Column upper S 15 6th Column upper S 16 2nd Row 1st Column upper S 21 2nd Column upper S 22 3rd Column upper S 23 4th Column upper S 24 5th Column upper S 25 6th Column upper S 26 3rd Row 1st Column upper S 31 2nd Column upper S 32 3rd Column upper S 33 4th Column upper S 34 5th Column upper S 35 6th Column upper S 36 4th Row 1st Column upper S 41 2nd Column upper S 42 3rd Column upper S 43 4th Column upper S 44 5th Column upper S 45 6th Column upper S 46 5th Row 1st Column upper S 51 2nd Column upper S 52 3rd Column upper S 53 4th Column upper S 54 5th Column upper S 55 6th Column upper S 56 6th Row 1st Column upper S 61 2nd Column upper S 62 3rd Column upper S 63 4th Column upper S 64 5th Column upper S 65 6th Column upper S 66 EndMatrix Start 6 By 1 Matrix 1st Row sigma 1 2nd Row sigma 2 3rd Row sigma 3 4th Row sigma 4 5th Row sigma 5 6th Row sigma 6 EndMatrix plus Start 6 By 1 Matrix 1st Row upper V 1 2nd Row upper V 2 3rd Row upper V 3 4th Row upper V 4 5th Row upper V 5 6th Row upper V 6 EndMatrix upper Delta upper T comma(2.168)

      and the corresponding orthotropic form is

      Start 6 By 1 Matrix 1st Row epsilon 1 2nd Row epsilon 2 3rd Row epsilon 3 4th Row epsilon 4 5th Row epsilon 5 6th Row epsilon 6 EndMatrix equals Start 6 By 6 Matrix 1st Row 1st Column upper S 11 2nd Column upper S 12 3rd Column upper S 13 4th Column 0 5th Column 0 6th Column 0 2nd Row 1st Column upper S 21 2nd Column upper S 22 3rd Column upper S 23 4th Column 0 5th Column 0 6th Column 0 3rd Row 1st Column upper S 31 2nd Column upper S 32 3rd Column upper S 33 4th Column 0 5th Column 0 4th Row 1st Column 0 2nd Column 0 3rd Column 0 4th Column upper S 44 5th Column 0 6th Column 0 5th Row 1st Column 0 2nd Column 0 3rd Column 0 4th Column 0 5th Column upper S 55 6th Column 0 6th Row 1st Column 0 2nd Column 0 3rd Column 0 4th Column 0 5th Column 0 6th Column upper S 66 EndMatrix Start 6 By 1 Matrix 1st Row sigma 1 2nd Row sigma 2 3rd Row sigma 3 4th Row sigma 4 5th Row sigma 5 6th Row sigma 6 EndMatrix plus Start 6 By 1 Matrix 1st Row upper V 1 2nd Row upper V 2 3rd Row upper V 3 4th Row 0 5th Row 0 6th Row 0 EndMatrix upper Delta upper T period(2.169)

      When expanded using the stress and strain tensor components and the symmetry of SIJ, the stress-strain relations may be written as

      2.16 Tensor Transformations

      When considering laminated composite materials, where each ply is reinforced with aligned straight fibres that are inclined at various angles to a global set of coordinates, there is a need to define a set of local coordinates aligned with the fibres in each ply. There is also a need to determine the properties of each ply referred to the global coordinates. For a right-handed set of global coordinates x1, x2 and x3, i 1, i 2 and i 3 are unit vectors for the directions of the x1-, x2- and x3-axes, respectively. For laminate models, the fibres are usually assumed to be in the x1-direction and coordinate transformations involve rotations about the x3-axis. When modelling unidirectional plies as transverse isotropic materials the rotations would need to be taken about the x1-axis if the fibres are in the x1-direction. Coordinate transformations involving rotations about the x3-axis are now considered.

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