PCD Flashcards

1
Q

A method of prestressing where the tendons (steel cables or rods) are
stretched and anchored before the concrete is poured and cured.

A

Pre-tensioning

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2
Q

The process of applying an initial compressive force to concrete
members before they are subjected to service loads

A

Prestressing

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3
Q

A method of prestressing where the tendons are installed in ducts
within the concrete after it has been cast and cured, and then stressed to apply a
compressive force

A

Post-tensioning

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4
Q

Steel cables, rods, or bars used in prestressing concrete. They are the
components that are stretched and stressed to provide the compressive force

A

Tendons

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5
Q

The device or system used to secure the ends of the tendons in both pretensioning and post-tensioning systems.

A

Anchorage

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6
Q

Tubes or channels embedded in the concrete that contain the tendons during the
post-tensioning process. They protect the tendons and allow for the application of
prestress.

A

Ducts

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7
Q

Release of StressThe process of transferring the prestressing force from the tendons
to the concrete, often done after the concrete has reached sufficient strength

A

Release of Stress

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8
Q

The initial force applied to the tendons during the prestressing
process, which is transferred to the concrete.

A

Prestressing Force

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9
Q

The portion of the initial prestressing force that remains in the
concrete member after accounting for losses due to factors such as elastic deformation,
shrinkage, and relaxation.

A

Effective Prestress

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10
Q

The reduction in the effective prestress force over time due to
factors like creep, shrinkage, relaxation of the tendons, and other effects.

A

Losses of Prestress

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11
Q

The gradual increase in deformation under a constant load over time,
which affects the amount of prestress that is retained in the concrete.

A

Concrete Creep

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12
Q

The reduction in the volume of concrete as it dries and cures, affecting the
prestressing force.

A

Shrinkage

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13
Q

The decrease in the stress within the tendons over time due to
the gradual reduction in the tension they carry.

A

Relaxation of Tendons

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14
Q

The way in which the internal forces are spread throughout the
concrete member, influenced by the prestressing forces

A

Stress Distribution

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15
Q

A beam that has been prestressed to improve its loadcarrying capacity and reduce deflection.

A

Prestressed Concrete Beam

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16
Q

A flat, horizontal structural element that has been
prestressed, commonly used in floors and roofs.

A

Prestressed Concrete Slab

17
Q

Devices or systems used to securely attach the ends of the tendons to the
concrete structure.

A

Anchorages

18
Q

The adhesion between the tendons and the surrounding concrete, which allows
the transfer of stress.

A

Bonding

19
Q

The condition where the strains in the prestressed concrete
member are consistent with the stress-strain relationship of both the concrete and the
tendons.

A

Strain Compatibility

20
Q

A system in which the tendons are bonded to the concrete to
ensure that the prestress force is effectively transferred.

A

Stress-Bonded System

21
Q

Description: When the tendons are stressed, the concrete immediately experiences a
reduction in prestress due to its elastic deformation.
Impact: This is more significant in post-tensioned members, where the concrete shortens under
the load of the tendons.

A

Elastic Shortening

22
Q

➢ Description: Over time, concrete experiences deformation under sustained loads, known as
creep.
➢ Impact: Creep causes a gradual loss of prestress as the tendons elongate and the concrete
continues to deform.

A

Creep of Concrete

23
Q

➢ Description: Concrete shrinks as it dries and hardens, leading to a reduction in the prestress
force.
➢ Impact: This loss can be significant in the early days of curing, especially in thin sections

A

Shrinkage of Concrete

24
Q
  1. Description: Steel tendons experience a reduction in stress over time when they are held
    at a constant strain. This phenomenon is known as relaxation.
  2. Impact: This can lead to a decrease in the prestressing force, especially in high-strength
    steel.
A

Relaxation of Steel Tendons

25
Q
  1. Description: Some losses can occur at the anchorage points where the tendons are
    anchored. This may involve friction and slippage.
  2. Impact: These losses can be minimized with proper design and detailing.
A

Losses Due to Anchorage

26
Q

Different mixes and curing conditions can affect creep and
shrinkage.

A

Type of Concrete

27
Q

Temperature and humidity can influence drying
shrinkage and creep rates.

A

Environmental Conditions:

28
Q

Longer durations typically result in greater losses due to creep
and relaxation.

A

Duration of Load

29
Q

The type of steel and its properties, including yield strength
and elasticity, impact relaxation losses.

A

Tendon Properties

30
Q

Calculated based on the modulus of elasticity of the concrete.

A

Elastic Shortening