230425 - Composite Materials Flashcards

1
Q

What quantities are related in the kinematics equation?

A

The strain is related with the deformation.
Rod: only 1-dimensional deformation. First order derivative of ux
Beam: Rotation. Second order derivative of uz

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

Constitutive Equation?

A

Hooke’s Law. Stress vs. Strain

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

Which equations are needed in the classical laminate theory?

A

Kinematics, Constitutive, Equilibrium equations.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

Equilibrium Equation?

A

Reaction between the internal reactions (Normal forces, Moments), and the distributed loads (p in x-direction, q in z-direction)
Integration of the differential values for the Moment and the normal force,

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

What’s the problem with trying to solve the diff eq as they are?

A

Numeric solution, CAE.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

What other option is there instead of solving the diff. eq.?

A

Normal approach: input the normal reaction and the internal bending moment.
Avoids to solve the diff-eq and allows you to do the failure analysis.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

Young’s Modulus units?

A

N/m2

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

Failure criteria

A
  • Maximum stress criterion: check the three stress directions (fiber and transverse, x, y and shear).
  • Maximum strain criterion.
  • Tsai - Hill / Tsai-Wu: Consider the interaction of the stresses.
    These are implemented in every composite Material software’s Module and you choose the worst case.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

Unexpected effects on laminates compared with isotropic materials

A

Tension –> tension, twist, bending
Tension –> tension, bending
Bending –> bending + twist
Effects are actually visible.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

Symmetric laminates

A

Effects disappear:
- tension-twist, bending-shear coupling
- bending-tension coupling

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

Symmetric cross-ply laminates

A

0 and 90 degrees alignment only.
Effects disappear:
- tension-twist, bending-shear coupling
- bending-tension coupling

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

Symmetric angle-ply laminates

A

+30 -30 (alternating)
Effects disappear:
- tension-twist, bending-shear coupling
- bending-tension coupling

How well did you know this?
1
Not at all
2
3
4
5
Perfectly