quizzes and surveys total Flashcards

1
Q

Tensile stresses are induced upon heating a restrained material. T OR F

A

false

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2
Q

Plastic mechanical properties of materials include:
stiffness, yield strength, ductility, possion’s ratio, tensile strength

A

yield strength, ductility, tensile strength

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3
Q

Brittle materials (as compared to ductile materials) are characterized by:

A

high stiffness, small strain at failure, low fracture energy

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4
Q

in a creep test, strain is measured with time under constant load t or f

A

true

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5
Q

Viscoelastic materials must be modeled by combinations of springs and dashpots to represent instantaneous and time-dependent behavior, respectively. t or f

A

true

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6
Q

A Kelvin model (spring and dashpot in parallel) sustains permanent deformation on unloading.
t or f

A

false

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7
Q

A Burgers model [Maxwell (spring & dashpot in series) and Kelvin (spring & dashpot in parallel) in series] exhibits stress relaxation in a relaxation test.
Correct!
t or f

A

true

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8
Q

Asphalt Concrete (as compared to Portland Cement Concrete):

A

includes interlocked particles, has a lower matrix volumetric concentration 20%

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9
Q

Sources of variability for properties measured in this course include:

A

testing, material,sampling

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10
Q

Tensile stresses are induced upon cooling a restrained material. t or f

A

true

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11
Q

Elastic mechanical properties of materials include

A

poissons ratio, stiffness

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12
Q

In a creep test, stress is measured with time under constant deformation. t or f

A

false

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13
Q

A Maxwell rheological model (spring & dashpot in series as shown) exhibits increasing deformation with time in a creep test.

A

true

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14
Q

The type of material failure induced by repeated loading is:

A

fatigue

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15
Q

The strain at failure for brittle materials is lower than for ductile materials.

A

true

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16
Q

A Kelvin rheological model (spring and dashpot in parallel as shown) sustains permanent deformation on unloading in a creep

17
Q

The response of a Burgers rheological model (Maxwell and Kelvin models in series as shown) in a creep test to loading is:

A

instantaneous and time dependent

18
Q

Aggregate types commonly used in civil engineering large-particle composites include:
You Answered

A

igneous, sedimentary, recycled pavements

19
Q

aggregate gradation is defined as

A

particle size distribution

20
Q

The smallest size aggregates used in civil engineering large-particle composites is:

A

filler (passing the #200 or 0.075mm sieve)

21
Q

A coarse aggregate test for interparticle friction is:

22
Q

a fine aggregate test for durability is

A

sand equivalent

23
Q

a maximum sand equivalent is specified

24
Q

a coarse aggregate test for durability is

A

soundness, quick chemical test for reactive silica

25
The parameter that combines gradation into a single index value is:
fineness modulus
26
washed sieve analysis
accounts for fines stuck to coarse aggregate particles
27
A drainage layer requires an open aggregate gradation
true
28
fresh CONCRETE properties include
workability, segregation, bleeding
29
hardened concrete properties include
f'c, f't, stiffness, MOR
30
the most important factor wiht concrete strength is
w/c
31
the following factor level increases long term/late strength concrete
moist curing
32
creep and shrinkage in concrete
-is caused by movement of water in gel pores -is influenced by amount of C-S-H -is restrained by aggregate
33
all the following factos decrease creep and shrinkage concrete expect
long time,
34
reinforcing steel is used to increase tensile strength of the composite concrete tor f
true
35
expansive products that cause cracking in concrete include
ettringite, rust, ice, alkali silica gel
36
3 requirements for ASR are
-moisture, reactive silica, alkali
37