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Cven 342 midterm /Complete Real Exam.

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Cven 342 midterm /Complete Real Exam. Nonhomogeneous - CORRECT ANSWERS -properties vary with location in material Homogeneous - CORRECT ANSWERS -material has the same properties at all locations Anisotropic - CORRECT ANSWERS -properties vary with direction Isotropic - CORRECT ANSWERS -properti...

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  • October 1, 2024
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  • 2024/2025
  • Exam (elaborations)
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  • Cven 342
  • Cven 342
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Cven 342 midterm /Complete Real Exam.

Nonhomogeneous - CORRECT ANSWERS -properties vary with location in material

Homogeneous - CORRECT ANSWERS -material has the same properties at all
locations

Anisotropic - CORRECT ANSWERS -properties vary with direction

Isotropic - CORRECT ANSWERS -properties are the same in all directions

Hard vs Soft - CORRECT ANSWERS -hard particles in soft matrix (m >> 1) have more
strength then soft particles in hard matrix (m << 1)

Proportional Limit - CORRECT ANSWERS -transition between linear and non-linear
behavior

Elastic Limit (Yield Point) - CORRECT ANSWERS -transition between elastic and
plastic behavior-maximum stress with full recovery

Yielding - CORRECT ANSWERS -strain continues with little or no increase in stress
(after elastic limit)

Ultimate Stress (Strength) - CORRECT ANSWERS -maximum stress (strength) on the
curve

Rupture Stress - CORRECT ANSWERS -point where specimen fractures or ruptures

Modulus of Resilience - CORRECT ANSWERS -energy required to reach yield point
(area under the elastic portion of the curve)

Toughness - CORRECT ANSWERS -energy required to fracture (rupture)

Strain Hardening - CORRECT ANSWERS -Area between yielding and ultimate strength

Necking - CORRECT ANSWERS -Area between ultimate strength and rupture

Types of Failure - CORRECT ANSWERS -Fracture: single, excessive load
Fatigue: small, repeated load
Creep: small, prolonged load

Fracture - CORRECT ANSWERS -brittle (fast, low fracture energy)
ductile (slow, high fracture energy)

, Creep - CORRECT ANSWERS -The time-dependent permanent deformation that
occurs under stress; for most materials it is important only at elevated temperatures.

Classification of Aggregates - CORRECT ANSWERS -Coarse: > #4 (4.75mm)
Fine: <= #4 (4.75mm)
Filler: <= #200 (0.075mm)

Aggregates - CORRECT ANSWERS -are defined as inert, granular, and inorganic
materials.

Aggregate Gradation - CORRECT ANSWERS --distribution of particle sizes expressed
as a percent of total weight
-determined by sieve analysis
-plot: sieve size vs cumulative percent passing by weight.

Uniformly Graded - CORRECT ANSWERS -- Few points of contact
- Poor interlock (shape dependent)
- High permeability

Dense Graded - CORRECT ANSWERS -- Good interlock
- Low permeability

Gap Graded - CORRECT ANSWERS -- Only limited sizes
- Good interlock
- Low permeability

Open Graded - CORRECT ANSWERS -Insufficient fines

0.45 Power Gradation Chart - CORRECT ANSWERS -- A log plot of sieve size vs
percent passing (Max Density Gradation).
- The line from the origin to the max size is called the theoretical maximum density
curve.

Gradation Specs: Bands and Control Points - CORRECT ANSWERS -Band: the region
in between the spec limits on the gradation chart.
Control points: points that show the spec limits on the gradation chart.

Nominal Maximum Aggregate Size (NMAS) - CORRECT ANSWERS -One size larger
than the first sieve to retain more than 10%.

Maximum Aggregate Size (MAS) - CORRECT ANSWERS -One size larger than
nominal maximum size.

Fineness Modulus - CORRECT ANSWERS -A measure of the fine aggregates
gradation.
Range: 2.3 - 3.1

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