me323 lecture 23

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ME323 LECTURE 23 Alex Chortos

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Page 1: ME323 LECTURE 23

ME323 LECTURE 23

Alex Chortos

Page 2: ME323 LECTURE 23

Superposition for Quick Solutions to Beams

FBD + Force Balance

Graphical Method

Moment Balance + Integration

Stresses in Beams Deflections in Beams

Superposition Method

Page 3: ME323 LECTURE 23

This Lecture

▪ Simple determinate problem

▪ Complicated determinate

problem

▪ Indeterminate with one

redundant reaction

▪ Indeterminate with two

redundant reactions.

Page 4: ME323 LECTURE 23

Method of Superposition

The slope, deflection, reactions, internal shear and bending moment of a beam that simultaneously supports several different loads can be obtained by linear superposition, that is, by addition of the effect of the loads acting separately.

𝑣𝑎 𝑥 = 𝑣𝑏 𝑥 + 𝑣𝑐(𝑥)

Page 5: ME323 LECTURE 23

Two Point Sources

Appendix EFind the deflection at B.

δ𝐵 = 𝑣𝑏 𝐿 + 𝑣𝑐(𝐿)

𝑣𝑎 𝑥 = 𝑣𝑏 𝑥 + 𝑣𝑐(𝑥)

δ𝐵 =𝑃𝐿3

3𝐸𝐼+

𝑃𝐿2

2

3𝐿 −𝐿2

6𝐸𝐼=21

48

𝑃𝐿3

𝐸𝐼

Page 6: ME323 LECTURE 23

Example 11.17

Calculate the beam deflections.

Page 7: ME323 LECTURE 23

Statically Indeterminate Beams

1. Determine the degree of static indeterminacy

2. Break the problem into statically determinate subproblems

3. Write compatibility equations

4. Write force deformation equations

5. Substitute force-deformation equations into the compatibility

equations and solve for unknown reactants.

6. Write superposition equations.

Page 8: ME323 LECTURE 23

Solving for One Redundant Reaction Force

Calculate the reaction forces.

Page 9: ME323 LECTURE 23

Reaction Forces and Displacements

𝐴𝑦 =𝑤𝑜𝐿

2

𝑀𝐴 =𝑤𝑜𝐿

2

8

𝑣 𝑥 = 𝑣𝑏 𝑥 + 𝑣𝑐(𝑥)

𝑣 𝑥 =𝑤𝑜

768𝐸𝐼27𝑥2𝐿2 + 57𝐿𝑥3 − 32𝑥4

Page 10: ME323 LECTURE 23

Solving for Two Redundant Reaction Forces

What constraints do we need to impose to reach the boundary conditions?

𝑣 𝐴 = 0 𝑣 𝐵 = 0

𝑣′ 𝐴 = 0 𝑣′ 𝐵 = 0

Page 11: ME323 LECTURE 23

Beam Deflections Summary

▪ Write down boundary conditions

▪ Draw a free body diagram of the structure and write

down the equilibrium equations. If determinate, solve

the equilibrium equations.

▪ Divide the beam into sections based on loading

conditions.

▪ For each section, draw a FBD that enables calculation

of the internal resultant (M(x)) in that section of the

beam.

▪ Integrate once to find the slope and twice to find the

deflection.

▪ Implement continuity conditions.

▪ Implement boundary conditions.

Page 12: ME323 LECTURE 23

Collections of Bending Beams

Huang et al, Nature Communications, 11:2233, 2020.

Page 13: ME323 LECTURE 23

So Far in This Course

• Axial deformation• Torsional deformation• Bending in beams

Connolly et al, PNAS, 114:51, 2017.