MACROMECHANICS

Ahmet Erkliğ

Objectives• Review definitions of stress, strain, elastic moduli, and strain

energy.• Develop stress–strain relationships for different types of

materials.• Develop stress–strain relationships for a unidirectional /

bidirectional lamina.• Find the engineering constants of a

unidirectional/bidirectional lamina in terms of the stiffness and compliance parameters of the lamina.

• Develop stress–strain relationships, elastic moduli, strengths, and thermal and moisture expansion coefficients of an angle ply based on those of a unidirectional/bidirectional lamina and the angle of the ply.

Lamina and Laminate

A lamina is a thin layer of a composite material.A laminate is constructed by stacking a number of such lamina in the direction of the lamina thickness

Review of DefinitionsStress

There are thus six independent stresses. The stresses σx , σy , and σz are normal to the surfaces of the cuboid and the stresses τyz , τzx , and τxy are along the surfaces of the cuboid.

StrainUnder loads, the lengths of the sides of the infinitesimal cuboid change. The faces of the cube also get distorted. The change in length corresponds to a normal strain and the distortion corresponds to the shearing strain.

Review of Definitions

Review of DefinitionsElastic Moduli for isotropic homogeneous material;The compliance matrix [S]

Review of DefinitionsElastic Moduli for isotropic homogeneous material;The stiffness matrix [C]

Review of DefinitionsStrain Energy;Energy is defined as the capacity to do work. In solid, deformable, elastic bodies under loads, the work done by external loads is stored as recoverable strain energy.

Hooke’s Law for Different Types of Materials

where the 6 × 6 [C] matrix is called the stiffness matrix. The stiffness matrix has 36 constants.

Due to the symmetry of the stiffness matrix [C], 36 constants are reduced to 21 independent constants

compliance matrix [S]

Anisotropic Material

The material that has 21 independent elastic constants at a point is called an anisotropic material.

Monoclinic Material

If, in one plane of material symmetry, for example, direction 3 is normal to the plane of material symmetry, then the stiffness matrix reduces to 13 independent constants.

Orthotropic Material (Orthogonally Anisotropic)/Specially Orthotropic

If a material has three mutually perpendicular planes of material symmetry, then the stiffness matrix has 9independent elastic constants (E1, E2, E3, G12, G13, G23, ν12, ν13, ν23)

Orthotropic Material

Orthotropic Material

Transversely Isotropic Material

Consider a plane of material isotropy in one of the planes of an orthotropic body. If direction 1 is normal to that plane (2–3) of isotropy, then the stiffness matrix is

4 independent constants

Isotropic Material

If all planes in an orthotropic body are identical, it is an isotropic material; then, the stiffness matrix is

2 independent constants (E, ν)

Summary

• Anisotropic: 21• Monoclinic: 13• Orthotropic: 9• Transversely isotropic: 5• Isotropic: 2 independent elastic constants

Plane Stress Assumption

A thin plate is a prismatic member having a small thickness and there are no out-of-plane loads, it can be considered to be under plane stress. If the upper and lower surfaces of the plate are free from external loads, then σ3 = 0, τ31 = 0, and τ23 = 0.

E1 = longitudinal Young’s modulus (in direction 1)

E2 = transverse Young’s modulus (in direction 2)

ν12 = major Poisson’s ratio, where the general Poisson’s ratio, νij is defined as the ratio of the negative of the normal strain in direction j to the normal strain in direction i, when the only normal load is applied in direction iG 12 = in-plane shear modulus (in plane 1–2)

Coefficients of Compliance and Stiffness Matrices

Hooke’s Law for a 2D Angle Lamina

Local and global axes of an angle lamina

Transverse direction Longitudinal direction

Global axes, x, y

Global and Local Stresses

[T] is called the transformation matrix

Global and Local Stresses

[R] is the Reuter matrix

Global and Local Stresses

Reduced Stiffness Matrix

Global and Local Stresses

Inverting stress equation

Transformed reduced compliance matrix

Global and Local Stresses

ExampleFind the following for a 60° angle lamina of graphite/epoxy. Use the properties of unidirectional graphite/epoxy lamina from Table 2.1.1. Transformed compliance matrix2. Transformed reduced stiffness matrix3. Global strains4. Local strains5. Local stresses6. Principal stresses7. Maximum shear stress8. Principal strains9. Maximum shear strain

Solution

The compliance matrix elements are

Transformed compliance matrix elements are

Transformed reduced stiffness matrix elements are

3. The global strains in the x–y plane are given by Equation (2.105)

The value of the angle at which the maximum normal stresses occur is

9. The maximum shearing strain is given by

Engineering Constants of an Angle LaminaThe engineering constants for a unidirectional lamina were related to the compliance and stiffness matrices

1. For finding the engineering elastic moduli in direction x (Figure 2.23a), apply

ThenThe elastic moduli in direction x is defined as

In an angle lamina, unlike in a unidirectional lamina, interaction also occurs between the shear strain and the normal stresses. This is called shear coupling. The shear coupling term that relates the normal stress in the x-direction to the shear strain is denoted by mx and is defined as

Note that mx is a nondimensional parameter like the Poisson’s ratio.

2. Similarly, by applying stresses

3. Also, by applying the stresses

Strain-Stress Equation of an Angle Lamina

Engineering Constants of an Angle Lamina

Invariant Form of Stiffness MatrixThe main advantage of writing the equations in this form is that one can easily examine the effect of the lamina angle on the reduced stiffness matrix elements.

Invariant Form of Stiffness MatrixThe terms U1 , U2 , U3 , and U4 are the four invariants and are combinations of the Qij , which are invariants as well.

Invariant Form of Compliance Matrix

Invariant Form of Compliance MatrixThe terms V1 , V2 , V3 , and V4 are invariants and are combinations of Sij