Neil McCartney - Properties for Design of Composite Structures

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PROPERTIES FOR DESIGN OF COMPOSITE STRUCTURES
A comprehensive guide to analytical methods and source code to predict the behavior of undamaged and damaged composite materials Properties for Design of Composite Structures: Theory and Implementation Using Software
Properties for Design of Composite Structures: Theory and Implementation Using Software

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Properties for Design of Composite Structures - изображение 154(2.153)

It should be noted that the stress components are zero everywhere when the strain is defined to be zero everywhere at the reference temperature T0.

The inverse form of the linear stress-strain relations ( 2.153) is written as

Properties for Design of Composite Structures - изображение 155(2.154)

where the compliance tensor Sijkl is such that

2155 where use has been made of 215 and where 2156 are anisotropic - фото 156(2.155)

where use has been made of ( 2.15), and where

картинка 157(2.156)

are anisotropic thermal expansion coefficients.

2.14.1 Isotropic Materials

The situation simplifies when the material is linear thermoelastic and isotropic so that the stress-strain relations are

2157 where E is Youngs modulus ν is Poissons ratio α is the thermal - фото 158(2.157)

where E is Young’s modulus, ν is Poisson’s ratio, α is the thermal expansion coefficient and The inverse form is

Properties for Design of Composite Structures - изображение 159(2.158)

When the stress field is hydrostatic so that σij=−pδij, and because σkk≡σ11+σ22+σ33, it follows from (2.157) that

Properties for Design of Composite Structures - изображение 160(2.159)

The inverse form ( 2.158) may be written as

Properties for Design of Composite Structures - изображение 161(2.160)

where λ and μ are Lamé’s constants, μ being the shear modulus, which can be calculated from Young’s modulus and Poisson’s ratio as follows:

Properties for Design of Composite Structures - изображение 162(2.161)

2.15 Introducing Contracted Notation

The general formulation for describing the elastic constants of anisotropic materials involves fourth-order tensors that are difficult to apply in many practical situations where analytical methods can be used. A simplified contracted notation is usually used for such analyses where the fourth-order tensors of elastic constants are replaced by a second-order matrix formulation that is now described. The matrix formulation makes use of the fact that the stress and strain tensors are symmetric. These symmetry properties enabled the derivation of the relationships ( 2.149)–( 2.151).

The components of the stress and strain components are now assembled in column vectors of length six so that

2162 It should be noted that a factor of two has been applied only to the - фото 163(2.162)

It should be noted that a factor of two has been applied only to the shear terms of the relation involving the strains so that the quantities 2εij for i≠j correspond to the widely used engineering shear strain values. General linear elastic stress-strain relations, including thermal expansion terms, have the contracted matrix form

2163 where CIJ are symmetric elastic constants which are components of the - фото 164(2.163)

where CIJ are symmetric elastic constants, which are components of the second-order matrix C, and where UI are thermoelastic constants associated with the tensor βij, which are components of the vector U, the uppercase indices I and J ranging from 1 to 6. For orthotropic materials the stress-strain relations have the simpler matrix form

2164 The stressstrain relations 2163 may be written using a repeated - фото 165(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

Properties for Design of Composite Structures - изображение 166(2.165)

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

Properties for Design of Composite Structures - изображение 167(2.166)

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

2167 The quantities VI are the components of the vector Vwhich is associated - фото 168(2.167)

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

2168 and the corresponding orthotropic form is 2169 When expanded using - фото 169(2.168)

and the corresponding orthotropic form is

2169 When expanded using the stress and strain tensor components and the - фото 170(2.169)

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

2170 216 Tensor Transformations When considering laminated composite - фото 171(2.170)

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 x 1, x 2and x 3, i 1, i 2and i 3are unit vectors for the directions of the x 1-, x 2- and x 3-axes, respectively. For laminate models, the fibres are usually assumed to be in the x 1-direction and coordinate transformations involve rotations about the x 3-axis. When modelling unidirectional plies as transverse isotropic materials the rotations would need to be taken about the x 1-axis if the fibres are in the x 1-direction. Coordinate transformations involving rotations about the x 3-axis are now considered.

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