chapter 6: mechanical properties ii

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Chapter 6 - 1 Chapter 6: Mechanical Properties II Outline Elastic recovery during plastic deformation Compressive, shear, and torsional deformation Hardness Variability of material properties Design/safety factors

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Chapter 6 - 1

Chapter 6: Mechanical Properties II

  Outline •  Elastic recovery during plastic deformation •  Compressive, shear, and torsional deformation •  Hardness •  Variability of material properties •  Design/safety factors

Chapter 6 -

Concepts of stress and strain

•  Tension tests –  engineering stress

–  engineering strain

•  Compression tests

Chapter 6 - 3

Elastic means reversible!

Elastic Deformation 1. Initial 2. Small load 3. Unload

F

δ

bonds stretch

return to initial

F

δ

Linear- elastic

Non-Linear- elastic

Chapter 6 - 4

Plastic means permanent!

Plastic Deformation (Metals)

F

δ linear elastic

linear elastic

δ plastic

1. Initial 2. Small load 3. Unload

p lanes still sheared

F

δ elastic + plastic

bonds stretch & planes shear

δ plastic

Chapter 6 - 5

Elastic Strain Recovery

Adapted from Fig. 6.17, Callister 7e.

Chapter 6 - 6

• Elastic Shear modulus, G:

τ G

γ τ = G γ

Other Elastic Properties

simple torsion test

M

M

• Special relations for isotropic materials:

2(1 + ν) E G =

3(1 - 2ν) E K =

• Elastic Bulk modulus, K:

pressure test: Init. vol =Vo. Vol chg. = ΔV

P

P P P = - K

Δ V V o

P Δ V

K V o

Chapter 6 - 7

• Simple tension:

δ = FL o E A o

δ L = - ν Fw o

E A o

• Material, geometric, and loading parameters all contribute to deflection. • Larger elastic moduli minimize elastic deflection.

Useful Linear Elastic Relationships

F

A o δ /2

δ L /2

Lo w o

• Simple torsion:

α = 2 ML o π r o

4 G

M = moment α = angle of twist

2ro

Lo

Chapter 6 - 8

Hardness • Resistance to permanently indenting the surface. • Large hardness means: --resistance to plastic deformation or cracking in compression. --better wear properties.

e.g., 10 mm sphere

apply known force measure size of indent after removing load

d D Smaller indents mean larger hardness.

increasing hardness

most plastics

brasses Al alloys

easy to machine steels file hard

cutting tools

nitrided steels diamond

Chapter 6 - 9

Hardness: Measurement •  Rockwell

–  No major sample damage –  Each scale runs to 130 but only useful in range

20-100. –  Minor load 10 kg –  Major load 60 (A), 100 (B) & 150 (C) kg

•  A = diamond, B = 1/16 in. ball, C = diamond

•  HB = Brinell Hardness –  TS (psia) = 500 x HB –  TS (MPa) = 3.45 x HB

Chapter 6 - 10

Hardness: Measurement Table 6.5

Chapter 6 -

Correlation between hardness and tensile strength

•  Relations between hardness and tensile strength for steel, brass, and cast iron.

•  For most steels:   TS (MPa)=3.45xHB   TS (psi)=500xHB

Chapter 6 -

Example

•  Estimate the Brinell and Rockwell hardnesses for brass and carbon steel

Chapter 6 - 13

Variability in Material Properties •  Elastic modulus is material property •  Critical properties depend largely on sample flaws

(defects, etc.). Large sample to sample variability. •  Statistics

–  Mean

–  Standard Deviation

where n is the number of data points

Chapter 6 -

Example

•  Determine the average and standard deviation of tensile strength

Chapter 6 - 15

• Design uncertainties mean we do not push the limit. • Factor of safety, N Often N is

between 1.2 and 4

• Example: Calculate a diameter, d, to ensure that yield does not occur in the 1045 carbon steel rod below. Use a factor of safety of 5.

Design or Safety Factors

5

1045 plain carbon steel: σ y = 310 MPa TS = 565 MPa

F = 220,000N

d

L o

d = 0.067 m = 6.7 cm

Chapter 6 - 16

• Stress and strain: These are size-independent measures of load and displacement, respectively. • Elastic behavior: This reversible behavior often shows a linear relation between stress and strain. To minimize deformation, select a material with a large elastic modulus (E or G).

• Toughness: The energy needed to break a unit volume of material. • Ductility: The plastic strain at failure.

Summary

• Plastic behavior: This permanent deformation behavior occurs when the tensile (or compressive) uniaxial stress reaches σy.

• Hardness: Resistance to permanently indenting the surface. • Safety: Design uncertainties mean we do not push the limit