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STATICALLY INDETERMINATE PROBLEMS I

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The Role of Deformability in Statical Indeterminacy. 1. Rigid supports; deformable beam ... The Role of Deformability in Statical Indeterminacy. 2. Rigid beam; ... – PowerPoint PPT presentation

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Title: STATICALLY INDETERMINATE PROBLEMS I


1
STATICALLY INDETERMINATE PROBLEMS I
  • How do we obtain indeterminate reactions when the
    number of equilibrium equations is less then the
    number of support forces?

2
The Role of Deformability in Statical
Indeterminacy
  • 1. Rigid supports deformable beam

3
The Role of Deformability in Statical
Indeterminacy
  • 2. Rigid beam elastic supports

4
Equilibrium of Rigid Bodies with Lumped Elastic
Supports
  • 1. Rigid body equilibrium
  • 2. Kinematics of infinitesimal rigid body
    displacements
  • 3. Lumped models for supports e.g. linear and
    torsional springs

5
Kinematics of Infinitesimal Rigid Body
Displacements
  • Translation
  • All points in the rigid body have the same
    constant displacement vector

6
Kinematics of Infinitesimal Rigid Body
Displacements
  • Rotation about a fixed point
  • Displacement vector has magnitude rw with
    direction perpendicular to line joining fixed
    point and point of interest.

Rotation vector wwk
Displacement vector uw?r
7
Kinematics of Infinitesimal Rigid Body
Displacements
  • General rigid body motion
  • Translation of a point and rigid rotation about
    an axis through that point.

Displacement vector uu0 w?r
8
Cartesian Components Plane Case
u u0 w?r
  • Formula
  • Intuitive derivation

9
Lumped Support Models
  • Linear springs
  • Torsional springs

10
The Statically Indeterminate Simply Supported Beam
  • Free Body Diagram

11
The Indeterminate Beam
  • Governing Equations

12
The Indeterminate Beam
  • Force Constraint Equation

13
The Indeterminate Beam
  • Governing Equations

3 equations for 3 unknowns!
14
The Indeterminate Beam
  • Solution
  • Non-dimensional variables
  • Solution

15
The Indeterminate Beam
Does the addition of a support at A always cause
a decrease in the support forces at B and C?
NO!!!
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