Mechanical Properties of Metals Flashcards

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1
Q

(True or False) Tensile tests are not standard because they are easier to perform; also, for most materials used in structural applications, very little additional information is obtained from compressive tests.

A

False (standard)

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2
Q

(True or False) Compressive tests are used when a material’s behavior under small and permanent (i.e., plastic) strains is desired, as in manufacturing applications, or when the material is brittle in tension.

A

False (large and permanent)

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3
Q

(True or False) The mechanical behavior of a material reflects its response or deformation in relation to an applied load or force.

A

True

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4
Q

If a load is static or changes relatively slowly with time and is applied uniformly over a cross section or surface of a member, the mechanical behavior may be ascertained by a simple (blank) test, that are most commonly conducted for metals at room temperature.

A

Stress – Strain Test

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5
Q

(True or False) Examples of torsion are found for machine axles and drive shafts as well as for twist drills. Torsional tests are normally performed on cylindrical solid shafts or tubes. A shear stress τ, is a function of the applied torque T, whereas shear strain γ is related to the angle of twist, φ in the figure earlier.

A

True

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6
Q

(True or False) A stress–strain test typically takes several minutes to perform and is destructive; that is, the test specimen is permanently deformed and usually fractured.

A

True

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7
Q

For each test a very small diamond indenter having pyramidal geometry is forced into the surface of the specimen.

A

Knoop and Vickers Microindentation Hardness Tests

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8
Q

There are three principal ways in which a load may be applied.

A

Tension, Compression, and Shear

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9
Q

As in Rockwell measurements, a hard, spherical indenter is forced into the surface of the metal to be tested. The diameter of the hardened steel (or tungsten carbide) indenter is 10.00 mm (0.394 in).

A

Brinell Hardness Tests

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10
Q

Is defined as the load F divided by the instantaneous cross-sectional area Ai over which deformation is occurring (i.e., the neck, past the tensile point).

A

True Stress

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11
Q

The (blank) is the stress at the maximum on the engineering stress–strain curve This corresponds to the maximum stress that can be sustained by a structure in tension; if this stress is applied and maintained, fracture will result.

A

Tensile strength TS (MPa or psi)

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12
Q

Are of concern to a variety of parties that have differing interests. It is imperative that there be some consistency in the manner in which tests are conducted and in the interpretation of their results.

A

Mechanical Properties

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13
Q

(Blank) is a variation of pure shear, wherein a structural member is twisted in the manner of the figure shown. (Blank) produce a rotational motion about the longitudinal axis of one end of the member relative to the other end.

A

Torsion; Torsional forces

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14
Q

Is a function of the orientations of the planes upon which the stresses are taken to act.

A

Stress State

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15
Q

For most metallic materials, elastic deformation persists only to strains of about 0.005. As the material is deformed beyond this point, the stress is no longer proportional to strain (Hooke’s law, ceases to be valid), and is permanent, nonrecoverable, or (blank) occurs.

A

Plastic Deformation

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16
Q

A test that can be used to ascertain several mechanical properties of materials that are important in design.

A

Tension Test

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17
Q

(True or False) It is necessarily to involve an understanding of the relationships between the microstructure of materials and their mechanical properties. Materials are frequently chosen for structural applications because they have desirable combinations of mechanical characteristics.

A

True

18
Q

The stress corresponding to the intersection of this line and the stress-strain curve, as it bends over in the plastic region, is defined as the (blank).

A

Yield Strength

19
Q

Is a measure of the degree of plastic deformation that has been sustained at fracture.

A

Ductility

20
Q

Is used instead of design stress. This stress is based on the yield strength of the material and is defined as the yield strength divided by a factor of safety, N.

A

A safe stress or working stress

21
Q

Constitute the most common method used to measure hardness because they are so simple to perform and require no special skills.

A

Rockwell Hardness Tests

22
Q

A structure or component that has plastically deformed, or experienced a permanent change in shape, may not be capable of functioning as intended. It is therefore desirable to know the stress level at which plastic deformation begins, or where the phenomenon of (blank) occurs.

A

Yielding

23
Q

Is a mechanical term that may be used in several contexts. For one, blank (or more specifically, fracture blank) is a property that is indicative of a material’s resistance to fracture when a crack (or other stress-concentrating defect) is present.

A

Toughness

24
Q

Properties of materials are ascertained by performing carefully designed laboratory experiments that replicate as nearly as possible the service conditions.

A

Mechanical Properties

25
Q

Hardness tests are performed more frequently than any other mechanical test for several reasons:

A
  1. They are simple and inexpensive—ordinarily no special specimen need be prepared, and the testing apparatus is relatively inexpensive.
  2. The test is nondestructive—the specimen is neither fractured nor excessively deformed; a small indentation is the only deformation.
  3. Other mechanical properties often may be estimated from hardness data, such as tensile strength.
26
Q

(True of False) The output of such a tensile test is recorded as load or force versus elongation. The load–deformation characteristics are dependent on the specimen size.

A

True

27
Q

Is a measure of a material’s resistance to localized plastic deformation

A

Hardness

28
Q

Is the capacity of a material to absorb energy when it is deformed elastically and then, upon unloading, to have this energy recovered.

A

Resilience

29
Q

(True or False) Stresses that are computed from the tensile, compressive, shear, and torsional force states act either parallel or perpendicular to planar faces of the bodies.

A

True

30
Q

A machine is designed to elongate the specimen at a constant rate and to continuously and simultaneously measure the instantaneous applied load and the resulting elongation.

A

Tensile Testing Machine

31
Q

Deformation in which stress and strain are proportional is called.

A

Elastic Deformation

32
Q

Is conducted in a manner similar to the tensile test, except that the force is compressive and the specimen contracts along the direction of the stress.

A

Compression Test

33
Q

Key mechanical design properties are:

A

Stiffness, Strength, Hardness, Ductility, and Toughness.

34
Q

Gauge length is used in ductility computations; the standard value is?

A

50 mm (2.0 in)

35
Q

(True or False) The output of such a tensile test is recorded as load or force versus elongation. The load–deformation characteristics are not dependent on the specimen size.

A

False (dependent)

36
Q

(True or False) The degree to which a structure deforms or strains depends on the magnitude of an imposed stress.

A

True

37
Q

For most metals that are stressed in tension and at relatively low levels, stress and strain are proportional to each other through the relationship

This is known as (blank), and the constant of proportionality E (GPa or psi) is the (blank).

A

Hooke’s law; Modulus of Elasticity or Young’s Modulus.

38
Q

(True or False) The greater the modulus, the stiffer the material, or the smaller the elastic strain that results from the application of a given stress.

A

True

39
Q

(True or False) It has been assumed that elastic deformation is time independent—thatis, that an applied stress produces an instantaneous elastic strain that remains constantover the period of time the stress is maintained. It has also been assumed that upon release of the load, the strain is totally recovered—that is, that the strain immediately returns to zero.

A

True

40
Q

In most engineering materials, however, there will also exist a time-dependent elastic strain component—that is, elastic deformation will continue after the stress application, and upon load release, some finite time is required for complete recovery. This time-dependent elastic behavior is known as (blank) and it is due to time-dependent microscopic and atomistic processes that are attendant to the deformation.

A

Anelasticity

41
Q

A parameter termed (blank) is defined as the ratio of the lateral and axial strains.

A

Poisson’s ratio

42
Q

For metals, the anelastic component is normally small and is often neglected. However, for some polymeric materials, its magnitude is significant; in this case it is termed (blank).

A

Viscoelastic Behavior.