INTRO Flashcards

1
Q

High flexural strength compared to RC beams

A

Prestressed Concrete

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2
Q

T OR F
Tension zone is maximized if not eliminated

A

F (MINIMIZE)

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3
Q

Minimum strength of prestressed concrete

A

34.5 MPa

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4
Q

Methods of Prestressing

A

-Pretension
-Post - tensioned

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5
Q

Tensioning of tendons is done before concrete pouring

A

Pretension

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6
Q

Percentage of strength of cured concrete after 24 hours in Pretensioning

A

70%

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7
Q

Tensioning of the tendons is done after concrete has initially cured

A

POST-TENSION

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8
Q

Stages of Prestressing

A
  • Jacking Stage
  • Transfer or Initial Stage
  • Service Stage
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9
Q

Initial stresses are induced in a member to counteract the external stresses which are developed due to the external loads or service loads

A

Prestress

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10
Q

is basically concrete in which internal stresses of a suitable magnitude and ⚫ distribution are introduced so that the stresses resulting from the external loads are counteracted to a desired degree.

A

Prestressed concrete

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11
Q

A stretched element used in a concrete member of structure to impart prestress to the concrete.

A

Tendon

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12
Q

A device generally used to enable the tendon to impart and maintain prestress in concrete.

A

Anchorage

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13
Q

A method of prestressing concrete in which the tendons are tensioned before the concrete is placed. In this method, the concrete is introduced by bond between steel & concrete.

A

Pretensioning

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14
Q

A method of prestressing concrete by tensioning the tendons against hardened concrete. In this method, the prestress is imparted to concrete by bearing.

A

Post-tensioning

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15
Q

Loss of strength is above 17%

A

Pretension

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16
Q

loss of strength is not more than 15%

A

post-tension

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17
Q

developed due to bearing

A

post-tension

18
Q

Prestressing _______ is a single unit made of steel

A

Wires

19
Q

Two, three or seven wires are wound to form a prestressing __________

A

Strands

20
Q

A group of strands or wires are wound to form a prestressing ___________.

A

Tendon

21
Q

A group of tendons form a prestressing _________

A

Cable

22
Q

A tendon can be made up of a single steel bar. The diameter of a bar is much larger than that of a wire.

A

Bars

23
Q

High strength steel contains:

A

• 0.7 to 0.8% carbons,
• 0.6% manganese,
• 0.1% silica

24
Q

Source of Prestressing Force

A

-Hydraulic Prestressing
-Mechanical Prestressing
-Electrical Prestressing

25
Q

This is the simplest type of prestressing, producing large prestressing forces. The hydraulic jack seed for the tensioning of tendons, comprises of calibrated pressure gauges which directly indicate the magnitude of force developed during the tensioning.

A

Hydraulic Prestressing

26
Q

In this type of prestressing, the devices includes weights with or without lever transmission, geared transmission in conjunction with pulley blocks, screw jacks with or without gear drives and wire-winding machines. This type of prestressing is adopted for mass scale production

A

Mechanical Prestressing

27
Q

In this type of prestressing, the steel wires are electrically heated and anchored before placing concrete in the moulds. This type of prestressing is also known as thermoelectric prestressing

A

Electrical Prestressing

28
Q

Concrete Cover for pretensioned members

A

20 mm

29
Q

Advantages of Prestressing

A
  1. Section remains uncracked under service loads
  2. High span-to-depth ratios
    3.Suitable for precast construction
30
Q

Internal stresses are induced in a member to counteract the external stresses which are developed due to the external loads or service loads

A

PRESTRESS

31
Q

is basically concrete in which internal stresses of a saitable magnitude and distribution are introduced so that the stresses resulting from the external loads are counteracted to a desired degree.

A

PRESTRESSED CONCRETE

32
Q

A method of prestressing concrete in which the tendons are tensioned before the concrete is placed. In this method, the concrete is introduced by bond between steel & concrete

A

PRETENSIONING

33
Q

A method of prestressing concrete by tensioning the tendons against hardened concrete. In this method, the prestress is imparted to concrete by bearing.

A

Post-tensioning

34
Q

A stretched element used in a concrete member of structure to impart prestress to the concrete.

A

Tendon

35
Q

A device generally used to enable the tendon to impart and maintain prestress in concrete.

A

Anchorage

36
Q

This is when the maximum tension stress is equal to the modulus of rupture

A

Cracking stage

37
Q

This is when the ultimate capacity of the section has been reached

A

Ultimate Stage

38
Q

Concrete cover for post-tensioned members

A

30 mm or size of the cable

39
Q

used for the tensioning of tendons, comprises of calibrated pressure gauges which directly indicate the magnitude of force developed during tensioning

A

Hydraulic Jack

40
Q

Electrical prestressing is also known as

A

Thermoelectric prestressing