TERMINOLOGIES - MIDTERM Flashcards

1
Q

in post-tensioned members, the hardware used to transfer force from prestressed resaforcement to the concrete,

A

ANCHORAGE DEVICE

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2
Q

is an anchorage device used with any single strand or a single 16mm, or smaller diameter bar

A

ANCHORAGE DEVICE, BASIC MONOSTRAND

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3
Q

is an anchorage device used with multiple strands, bars, or wires, or with single bars larger than 16 mm diameters

A

ANCHORAGE DEVICE, BASIC MULTISTRAND

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4
Q

is a steel element either cast into concrete or post-installed into a hardened concrete member and used to transmit applied loads to the concrete.

A

ANCHOR

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5
Q

is a headed bolt, headed stud, or hooked bolt (J- or L-bolt) installed before placing concrete.

A

ANCHOR, CAST-IN

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6
Q

is a cast-in steel anchor that develops its tensile strength from the mechanical interlock provided by either a head or nut at the embedded and of the anchor

A

ANCHOR, HEADED BOLT

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7
Q

is an anchorage device that satisfies tests required in Section 425.9.3.1c.

A

ANCHORAGE DEVICE, SPECIAL

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8
Q

in post-tensioned members, portion of the member through which the concentrated prestressing force is transferred to the concrete and distributed more uniformly across the section; its extent is equal to the largest dimension of the cross section; for anchorage devices located away from the end of a member, the anchorage zone includes the disturbed regions ahead of and behind the anchorage device.

A

ANCHORAGE ZONE

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9
Q

is a concrete in which internal stresses have been introduced to reduce potential tensile stresses in concrete resulting from service loads.

A

CONCRETE, PRESTRESSED

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10
Q

is a conduit, plain or corrugated, to accommodate prestressing reinforcement for post-tensioning applications.

A

DUCT

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11
Q

is an ability of a structure or member to resist deterioration that impairs performance or limits service life of the structure in the relevant environment considered in design.

A

DURABILITY

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12
Q

is a distance measured from extreme compression fiber to centroid of Tension reinforcement

A

EFFECTIVE DEPTH OF SECTION

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13
Q

is a stress remaining in prestressing reinforcement after all losses in have occurred

A

EFFECTIVE PRESTRESS

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14
Q

is a method of prestressing in which prestressing reinforcement is tensioned after concrete has hardened.

A

POST-TENSIONING

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15
Q

is a portion of a prestressed member where flexural tension, calculated using gross section properties, would occur under service louds if the prestress force was not present.

A

PRECOMPRESSED TENSILE ZONE

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16
Q

is a method of prestressing in which prestressing reinforcement is tensioned before concrete is cast.

A

PRETENSIONING

17
Q

is prestressing reinforcement that has been tensioned to impart forces to concrete.

A

REINFORCEMENT PRESTRESSED

18
Q

is a pretensioned reinforcement or prestressed reinforcement in a bonded tendon.

A

REINFORCEMENT, BONDED PRESTRESSED

19
Q

is a high- strength reinforcement such as strand, wire, or bar

A

REINFORCEMENT, PRESTRESSING

20
Q

Anchorages and couplers for tendons shall develop at least _____________ when tested in an unbonded condition, without exceeding anticipated ser.

A

95 percent of fpu

21
Q

Anchorages and couplers for bonded tendons shall be located so that ____________ shall be developed at critical sections after the post-tensioned reinforcement is bonded in the member.

A

100 percent of fpu

22
Q

T or F
Mono strand or single 16 mm or smaller diameter bar anchorage devices shall meet the bearing resistanc and local zone requirements of ACT 423.7;

23
Q

Strength Reduction Factor for Post-tensioned anchorage zones

24
Q

Strength Reduction Factor for Anchors in concrete Elements

A

0.45 to 0.75

25
is a material encasing prestressing reinforcement to prevent bonding of the prestressing reinforcement with the surrounding concrete, to provide corrosion protection, and to contain the corrosion inhibiting coating.
SHEATHING
26
In post-tensioned members, a tendon is a complete assembly consisting of anchorages, prestressing reinforcement, and sheathing with coating for unbounded applications or ducts filled with grout for bonded applications.
TENDON
27
is a tendon in which prestressed reinforcement is continuously bonded to the concrete through grouting of ducts embedded within the concrete cross section.
TENDON, BONDED
28
is a tendon external to the member concrete cross section in post-tensioned applications.
TENDON, EXTERNAL
29
is a tendon in wluch prestressed reinforcement is prevented from bonding to the concrete The prestressing force is permanently transferred to the concrete at the tendon ends by the anchorages only.
TENDON, UNBONDED
30
is an act of transferring stress prestressing reinforcement from jacks or pretens bed to concrete member.
TRANSFER
31
is length of embedded pretensioned reinforcement required to transfer the effective prestress to the concrete
TRANSFER LENGTH
32
Prestress losses shall be considered in the calculation of the effective tensile stress in the prestressed reinforcement, fse, and shall include
a. Prestressed reinforcement seating at transfer; b. Elastic shortening of concrete; c. Creep of concrete; d. Shrinkage of concrete; c. Relaxation of prestressed reinforcement; f. Friction loss due to intended or unintended curvature in post-tensioning tendons
33
ASTM A416M
STRAND
34
ASTM A421M
WIRE
35
ASTM A421M
low-relaxation wire including. Supplementary Requirement S1 "Low-Relaxation Wire and Relaxation Testing"
36
ASTM A722M
high-strength bar
37
Required strength U shall include internal load effects due to reactions induced by prestressing with a load factor of
1.0
38
For post-tensioned anchorage zone design, a load factor of _______ shall be applied to the maximum prestressing reinforcement jacking force.
1.2