chapter 8 deforming solids Flashcards
Elastic Energy
E= 1/2ke^2
E=1/2 x F^2 / k
E= 1/2 Fe
Brittle
material breaks at elastic limit
Ductile
can be stretch to a wire
Limit of proportionality
The line is straight to this point because stress a proportional to strain
Elastic limit
Here the wire stops behaving elastically and starts to behave plastically
Yield point
From here the material shows an appreciably greater increase in strain for a given increase in stress
Ultimate tensile stress
the maximum that can be applied before the sample goes on a break
Stress
F/A
young modulus
stiffness of material (solid) symbol E
E1 > E2
=> strain 2 > strain 1
=> extension 2 > extension 1
is weight equal to Force ?
Yes
Energy in a force and extension graph
1/2 Ke^2
Ultimate tensile strength
line with the bigger stress is stronger
gradient 1 > gradient 2
Y.u 1 > Y.u 2
=> 1 is more stiff