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HOOKE AND TRANSFORMATION EQUATIONS IN COMPOSITES
(STRESS-STRAIN CALCULATIONS IN AN ORTHOTROPIC LAYER)
6.
(tvid : 6.)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
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6.1 Our aim in this section is to obtain Hooke’s and transformation equations that help us calculate the stresses and strains in global axes in a composite plate with orthotropic properties. The examination will be carried out for the plane stress condition, and the mechanical properties of the composite layer according to the local axes (E1 , E2 , ν12 , G12 ) will be assumed to be known. Examples will also be solved within the subject.
1-2: local axes, x-y: global axes
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
θ: Fiber orientation angle,
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For an orthotropic layer, the relations between stresses and strains according to the 1-2 (local) axes (i.e. Hooke’s Laws) are rewritten on the side (It was explained in the second topic).
[𝑄] stiffness matrix and [𝑆] compliance matrix depend only on the material properties in 1-2 directions and are also seen in the equations on the side. (Theoretical calculations of material properties were explained in topic 3; experimental calculations were explained in topic 5.)
or
6.2 Let's Remember Hooke’s Equations in Local Coordinates:
,
,
,
,
,
,
,
From Equation 2.17;
Note: The [C] matrix mentioned in the 2nd topic is expressed as [Q] here. [C] = [Q]
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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Hooke equations between stresses and strains according to the x-y global axis set can be expressed as follows:
6.3 Deriving Hooke Equations in Global Coordinates :
(6.1)
(6.2)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
Tip-4: Although Hooke equations want to be found in x-y global axes, material properties are known according to 1-2 local axes.
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Strain Transformation Equations:
Stress
Transformation Equaitions :
Now we continue our calculations to achieve our goal:
(These equations are obtained from static equilibrium and do not depend on material properties. Applies to all material types. It is shown in the Strength of Materials course.)
(6.3a-c)
(6.4a-c)
(a)
(b)
(c)
(a)
(b)
(c)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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where
In this case, if the stress transformation relations from equations 6.3 are written for directions 1-2:
Now we will write these equations in matrix format::
We can now write equations 6.5 in matrix format as follows:
(6.5a-c)
(6.6)
(6.7)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
We define a transformation matrix :
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or;
(6.8)
(6.9)
Similarly, the strain transformation equations can be written in the same format.
(6.10a-c)
(6.11)
(6.12)
or;
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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From equation 6.11
,
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
If we consider Equation 6.8 again;
Reduced Stiffness Matrix :
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When the multiple matrix multiplication process on the previous page is performed, the reduced stiffness matrix and its terms are found as follows:
(6.13)
(6.14a-f)
(a)
(b)
(c)
(d)
(e)
(f)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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(6.15)
(6.16a-f)
(a)
(b)
(c)
(d)
(e)
(f)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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6.5 ABSTRACT
Hooke’s Equations
Transformation Equations
Tip-5:
In single layer calculations, alternative solutions that do not use reduced matrices [𝑄 ̅ , 𝑆 ̅ ] should be preferred as much as possible, so that there are not too many operations.
Note:
It is inevitable to use reduced matrices in the calculations of layered composites that will be explained later.
In Local Coordinates :
In Global Coordinates:
For Stresses
For Strains
(6.1)
(6.2)
(6.7)
(6.8)
(6.11)
(6.12)
(2.16a)
(2.16b)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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Example 6.1 At a point q with a fiber orientation angle of 45o, the plane stress condition shown in the figure emerges. Calculate the global strains accordingly.
σ1 | = 30MPa |
σ2 | = -10MPa |
τ12 | = -30MPa |
ε1 | = 2,21x10-4 |
ε2 | = -5,64x10-4 |
γ12 | = -75x10-4 |
εx | = 35,7x10-4 |
εy | = -39,2x10-4 |
γxy | = 7,85x10-4 |
1st Solution Way: Using only [𝑸] 𝒗𝒆 [𝑺] Normal matrices:
First, let's find the local stresses from Equation 6.7:
Local strains from Equation 2.16b:
Global stresses from Equation 6.12:
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
q
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Global strains are calculated from Equation 6.2::
First, the terms of the Normal [S] matrix are calculated:
,
,
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
Similarly :
,
,
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E1 | E2 | ν12 | G12 |
140 GPa | 36 GPa | 0,28 | 14 GPa |
Mechanical Material Properties of the Composite Material
Example 6.2
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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Let's first calculate the Minor Poisson Ratio :
When we look at the placement directions of strain gauges;
Local Strains
If we remember Equation 5.1b:
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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Local Stresses
Let's calculate the local stress values from Equation 2.16a:
From equation 2.7d, the terms of the matrix [Q] are:
Global Stresses
Global strains from Equation 6.12 :
Global stresses from Equation 6.8 :
Global Strains
(Using reduced matrices)
or 2nd Solution
(From Equation 6.2 )
(From Equation 6.1 )
Due to the reduced matrices, Solution 2. The path is longer.
c: cos50o, s=sin50o
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
6.6 Hooke's Relations Including the Temperature Effect
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Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
ΔT
Let's assume that in a composite layer, in plane stress case, while there are tensile forces in the 1 and 2 directions, we increase the temperature of the layer by the amount ΔT. In this case, we calculate the resulting strain values using the superposition method and Hooke's relations as follows:
ΔT
P2
P1
P2
P1
P1
P1
P2
P2
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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Hooke's equation including temperature for the plane stress case:
If we write it in matrix format:
For orthotropic or more specifically transversely isotropic materials; In local axes, α12 = 0. In other words, temperature change has no effect on shear deformation and shear strain.
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
Local strains:
Local stresses:
Global strains:
Global stresses:
(6.17.a)
(6.18.a)
(6.17.b)
(6.18.b)
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)
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The transformation relation is also valid between local and global thermal expansion coefficients. Namely:
We can write the global strains that occur only due to the temperature difference ΔT as follows:
9.4.2 Global Thermal expansion coefficients (αx, αy, αxy) :
From equation 6.12 :
Recall the transformation matrix from Eq. 6.9:
From eq. 6.17.a
(While there is only ΔT)
Mechanics of Composite Materials- Lecture Notes / Mehmet Zor
(6.19.b)
(6.19.a)
6. Hooke's and Transformatıon Equations In Composıtes (Stress-Strain Calculations In An Orthotropic Layer)