Chapter 6 - Mechanical Properties of Metals Flashcards

1
Q

ASTM

A

American Society for Testing and Materials

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2
Q

ways that loads are applied (3)

A
  1. tension
  2. compression
  3. shear/torsional
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3
Q

tension tests

A

a specimen is deformed, usually to fracture, with a gradually increasing tensile load that is applied along the long axis of a specimen, standard diameter is 0.505”, recorded as load or force vs elongation

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4
Q

engineering stress

A

σ = F/Ao, measured MPa or psi

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5
Q

1 MPa

A

10^6 N/m^2

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6
Q

engineering strain

A

ϵ = (li-lo)/lo = ∆l/lo, unitless

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7
Q

compression tests

A

force is compression and the specimen contracts along the direction of the stress, negative stress and strain, used when a materials behavior under large and permanent strains is desired or when the material is brittle in tension

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8
Q

shear stress

A

τ = F/Ao

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9
Q

plastic deformation

A

nonrecoverable deformation, corresponds to the breaking of bonds with original atom neighbors and then re-forming bonds with new neighbors

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10
Q

yielding

A

when plastic deformation occurs

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11
Q

proportional limit

A

(P) the location on the graph where the stress-strain curve departs from linearity

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12
Q

yield strength

A

(σy) the stress corresponding the intersect of a line offset by 0.002 from the original curve and the stress-strain curve, measure of a metals resistance to plastic deformation

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13
Q

fracture point

A

(F) point of fracture

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14
Q

tensile strength

A

(TS) the stress at the maximum on the engineering stress-strain curve, maximum stress that can be sustained by a structure in tension

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15
Q

necking

A

occurs at TS, when the subsequent deformation begins to be at one point

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16
Q

ductility

A

measure of the degree of plastic deformation that has been sustained at fracture, indicates to a designer the degree to which a structure will deform plastically before fracture, specifies the degree of allowable deformation during fabrication operations, generally increases with temperature

17
Q

brittle

A

a metal that experiences very little or no plastic deformation upon fracture

18
Q

resilience

A

(Ur) the capacity of a material to absorb energy when it is deformed elastically and then, upon unloading, to have this energy recovered, computed by finding the area under the engineering stress-strain curve taken to yielding

19
Q

resilient materials

A

those having high yield strength and low moduli of elasticity, used in spring applications

20
Q

toughness (2)

A

the area under the σ-ϵ curve up until the point of fracture

  1. fracture toughness: indicative of a material’s resistance to fracture when a crack is present
  2. notch toughness: the ability to absorb energy and plastically deform before fracturing
21
Q

true stress

A

σ = F/Ai

22
Q

true strain

A

ϵ = ln[(li/lo]

23
Q

strain-hardening exponent

A

(n) constant used in predicting where necking may begin