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Chapter 2 /1
DEFORMABLE BODIESChapter 2
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Chapter 2 /2
ANALYSIS STEPS
Three Steps for Analysis:1. Forces and equilibrium requirements
2. Deformation and geometric compatibility
3. Application of force-deformation relations
EXAMPLE 2.1:Piston compressing
two coaxial springsFree Body Diagrams Equilibrium requirement for
each free body:
Equilibrium requirement forpiston:
Geometric compatibility
requirement:
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Chapter 2 /3
EXAMPLE PROBLEM Application of force-displacement relations:
Solution now can be obtained
Example 2.2: Problem definition:
1. Very light and stiff wood plank.
2. Two identical springs of constant k.
3. Plank just touches ground when
man reaches a distance b.
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Chapter 2 /4
Example 2.2…..
Force equilibrium conditions:
Geometric compatibility:
Force displacement relations:
Unknowns: 7
Number of equations: 7
Solution can be obtained.
FBD of Plank
Results:
FBD of springs and geometric compatibility
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Chapter 2 /5
UNIAXIAL LOADING
Three rods of identical material loaded gradually by two balanced loads
Observation: Uniaxial load-elongation
relation of the material is linear.
Define Modulus of Elast ic i ty :
Plot of results: Results re-plotted:
Expression for δ: Expression for k:
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Chapter 2 /6
MODULUS OF ELASTICITY
Note: Units of P/A and of E (modulus of elasticity) are the force per unit area,
which are also the units of stress. We will define stress and modulus of
elasticity, more accurately, later.
MODULUS OF ELASTICITY OF DIFFERENT MATERIALS
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Chapter 2 /7
EXAMPLEThis is the same frame that we
had discussed earlier
Forces in members from
equilibrium conditions:
Deformations of members BD and CD:
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Chapter 2 /8
Example….
Geometric compatibility
Obtain location of D afterdeformation of links:
Horizontal and vertical
displacements of point D:
Geometric compatibility: Simplified method
1. Replace arcs by tangents.2. Possible only for small deformations.
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Chapter 2 /9
THIN RING
Radius: r,
Thickness t,
Width b
Axial view Half ring
FBD
Force Analysis:
Symmetry requirement: FR = 0Radial force on arc length r Δθ = pb(r Δθ)
Component of force in y direction = pb(r Δθ)sinθ
Force equilibrium of half ring in y-direction:
Thus FT = prb
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Chapter 2 /10
THIN RING…...
Geometric Compatibility:
Change in radius:
or
Neglecting (t/2r)
Deformation: Since hoop is thin, it may be thought of as a flat plate:
Length = 2π(r + t/2),
Width = b. and
Thickness = t
Increase in circumference of the hoop:
.
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Chapter 2 /11
EXAMPLE:FRICTION-BRAKE BAND
Schematic view Free Body Diagrams of Band in contact
Problem definition:
1.Steel band (1.6 mm thick, 50 mm wide)
used as a brake for motor.
2. Kinetic coefficient of friction = 0.4.
3. Tension in section BC = 40 kN.
4. Predict elongation of band.
Will tension in section AD be equal, lower orhigher than 40 kN?
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Chapter 2 /12
FRICTION-BRAKE BAND…..
Solution:
FBD of band small section: Force equilibrium equations:
Useful
approximations:
Equations with
approximations:
In the limit as ∆θ → 0
By integration from θ = 0 to θ = θ:
This is an important result in mechanics. Many machines employ this frictional
behavior. Sailors use it to halt the motion of a large ship by taking a few turns
of a rope around a piling.