By using the Young's Modulus - Strength material selection chart in Figure Q11. Sketch the specific region which the strength, o is greater than 30 MPa and materials performance index, M = is less than 100. Submit Figure Q11.

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Q11. By using the Young's Modulus – Strength material selection chart in Figure Q11.
Sketch the specific region which the strength, o is greater than 30 MPa and materials
performance index, M =
is less than 100. Submit Figure Q11.
E
Transcribed Image Text:Q11. By using the Young's Modulus – Strength material selection chart in Figure Q11. Sketch the specific region which the strength, o is greater than 30 MPa and materials performance index, M = is less than 100. Submit Figure Q11. E
1000
4. Modulus-Strength
Metals and Polymers: Yield Strength
Ceramics and Glasses: Compressive
Strength Elastomers: Tear Strength
Composites: Tensile Strength
Diamond
WC
SiC
Cermets
Engineering
Alloys
Borod
Mo Alloys
MFA:88-91
Berylium
Zr Oz
CFRP
Uniply
Ti Alloys
GFRP
Cast Irons
Silicon
Cu Alloys Aloy
Min. Energy
Storage per
Unit Volume
Yield before
Buckling
100
Al Alloys
Comman nG Ete
Hacks
Glasses Engineering
Ceramics
Cement .yS
CFRP
Laminates
GFRP
Engineering
Composites
Concrete
Lead
Ash
Oak
Pine
10
MEL
to
Grain Epoxies
Porous
Çeramics
PMMA
Baisa eycylons
É-0.1
- 10
Woods
Wood
Pod
Polyester
PP
1.0
Design
Guide
HDPE
Pine
1 to
Grain PTEE
Lines
`Engineering
Polymers
Balsa
LDPE
102
Max Energy
Storage per
Unit Volume
Buckling
before Yield
0.1
3/2
Polymers
Foams
Hard
Butyl
Elastomers
Cork
Silicone
Soft
Butyl
0.01
0.1
10
100
1000
10,000
Strength a, (MPa)
Figure Q11
Youngs Modulus, E (GPa)
Transcribed Image Text:1000 4. Modulus-Strength Metals and Polymers: Yield Strength Ceramics and Glasses: Compressive Strength Elastomers: Tear Strength Composites: Tensile Strength Diamond WC SiC Cermets Engineering Alloys Borod Mo Alloys MFA:88-91 Berylium Zr Oz CFRP Uniply Ti Alloys GFRP Cast Irons Silicon Cu Alloys Aloy Min. Energy Storage per Unit Volume Yield before Buckling 100 Al Alloys Comman nG Ete Hacks Glasses Engineering Ceramics Cement .yS CFRP Laminates GFRP Engineering Composites Concrete Lead Ash Oak Pine 10 MEL to Grain Epoxies Porous Çeramics PMMA Baisa eycylons É-0.1 - 10 Woods Wood Pod Polyester PP 1.0 Design Guide HDPE Pine 1 to Grain PTEE Lines `Engineering Polymers Balsa LDPE 102 Max Energy Storage per Unit Volume Buckling before Yield 0.1 3/2 Polymers Foams Hard Butyl Elastomers Cork Silicone Soft Butyl 0.01 0.1 10 100 1000 10,000 Strength a, (MPa) Figure Q11 Youngs Modulus, E (GPa)
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