Title: Ply Mechanics
1Ply Mechanics
- ME257 -- Composite Materials
- James Iatridis
2Ply Mechanics Intro
- Micromechanics allowed us to obtain average
material properties for a composite ply from
matrix and fiber properties. - Ply mechanics considers average material
properties for a single ply with any fiber
orientation angle. - To study ply mechanics, we must first learn about
coordinate transformations
3Tensor Calculus
- In its simplest sense, a tensor is a linear
transformation. - e.g.
- translation
- rotation
- For the remainder of this course, we will use
tensors to transform to/from - stress strain
- material global coordinates
- engineering strain tensorial strain
4Reduced Stiffness Matrix Q
- Q transforms to/from strain stress in material
coordinates - s12Qe12
- e12Ss12
- S is the compliance matrix
- SQ-1
- Note that stress-strain relationship is in terms
of engineering strain!!!
5Compute stiffness matrix Q
- Barbero Example 5.1 (p. 115)
- Compute Q using
- E119.981 GPa n120.274
- E211.389 GPa G123.789 GPa
- Solution
- Q1120.874 GPa Q2211.898 GPa
- Q123.260 GPa Q663.789 GPa
6Compute Compliance Matrix
- Barbero Example 5.2 (p. 115)
- Remember that SQ-1
- Easy to calculate computationally
- MATLAB or Mathematica
- Try this at home!!!
7Coordinate Transformations for Stress
- sxyT -1s12
- s12Tsxy
- where mcos(q) and nsin(q)
8Coordinate Transformations for Strain 1
- Note that stress-strain relationships use
engineering strain while transormation of
coordinates uses tensorial strain - eengineeringRetensorial
- e tensorial R-1e engineering
9Coordinate Transformations for Strain 2
- Remember that coordinate transformations for
strain require that we use tensorial strains that
will be denoted with a eT - eT12TeTxy
- eTxyT -1eT12
10Coordinate Transformations for Strain 3
- To transform engineering strain from material to
global coordinates - 1) transform to tensorial strain
- 2) transform coordinate system
- 3) transform back to engineering strain
- exyRT -1R-1e12
11Compute Stress Strain Transformation
- Barbero Example 5.3 (p. 120)
- Transform stresses from material to global
- q-55 degrees
- s1100 s210 s6-5
- Solution sx34.9 s275.1 s6-40.6
- Barbero Example 5.4 (p.120)
- Transform strains from material to global
- e13.635e-3 e27.411-3 e120
- ex6.169e-3 ey4.88e-3 exy3.547e-4
12Transform global strain to stress
- Steps
- global engineering strain to global tensor strain
- global tensor strain to material tensor strain
- material tensor strain to material engng strain
- material engng strain to material stress
- material stress to global stress
13Compute global stress from strain
- Barbero example 5.6 (p. 124)
- Compute stresses in global coordinates given
- ex6.169e-3 ey4.877e-3 exy3.548e-3
- E119.981 GPa n120.274 E211.389 GPa
G123.789 GPa - q-55 deg
- Solution
- sx0.1 GPa sy0.1 GPa sxy0 GPa
14Thermal and moisture effects
- Polymeric composites often require incorporation
of thermal and moisture effects - Polymers are cured at high temps, then often used
at ambient temperature - Moisture can cause matrix to swell, e.g. sponge,
plexiglass, etc. - We incorporate Thermal and moisture effects using
superposition
15Plane stress compliance relationship
- Use superposition to add temperature and moisture
effects, very similar effects for both T m. - a1,a2coefficients of thermal expansion in fiber
and transverse directions, respectively - b1,b2coefficients of moisture expansion in the
fiber and transverse directions, respectively
16Plane stress stiffness relationship
- for inclusion of thermal effects only
17Thermal strains in global coordinates
- First, calculate thermal strains in global
coordinate system - Note that there is a shear term in global
coordinates
18Thermal stresses
- transform global strains into global stresses
- This is just like for strains, only we use the
apparent coefficients of thermal expansion ax,
ax, and axy
19Compute apparent thermal coeff.
- Find apparent coefficients of thermal expansion
for AS4/3501-6 carbon/epoxy when referred to an
x,y coordinate system with q30 deg. - a1-0.9e-6/deg C, a227e-6/deg C (Table 1.1)
- Note fibers expands when cooled while matrix is
more typical and contracts as cooled - Solution
- ax 6.07e-6
- ax20.02e-6
- axy -24.16e-6