RC TERMINOLOGIES Flashcards

(50 cards)

1
Q

a composite material made of concrete and steel reinforcement (usually rebar) that work together to resist different types of loads with concrete handling compression and steel handling tension.

A

REINFORCED CONCRETE (RC)

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2
Q

the maximum compressive stress that a concrete specimen can withstand without failure. This is typically determined by standardized tests on concrete cubes or cylinders.

A

COMPRESSIVE STRENGTH

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3
Q

the resistance of concrete to tensile forces. Concrete has low tensile strength, so it is usually reinforced with steel rebar to resist tensile stresses.

A

TENSILE STRENGTH

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4
Q

a measure of a material’s stiffness, specifically the ratio of stress to strain in the elastic range of concrete. For concrete, it’s generally lower than that of steel.

A

MODULUS OF ELASTICITY

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5
Q

the stress at which steel reinforcement begins to deform plastically. beyond this point, deformations become permanent. This is a critical factor in designing reinforced concrete structures.

A

YIELD STRENGTH

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6
Q

steel bars embedded in concrete to provide additional tensile strength. It is typically ribbed or textured to improve the bond with concrete.

A

REBAR (REINFORCING BAR)

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7
Q

the ability of a structure to resist shear forces, which are internal forces that cause sliding failure along a plane. In rc design, shear strength is often enhanced with stirrups or ties.

A

SHEAR STRENGTH

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8
Q

the minimum thickness of concrete layer around reinforcement to protect it from
corrosion and fire, as well as to ensure adequate bond strength.

A

COVER

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9
Q

the line within a cross-section of a beam where there is zero stress during bending. Above the neutral axis, concrete is in compression; below it, concrete
and reinforcement are in tension.

A

NEUTRAL AXIS

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10
Q

a property of a cross-section that indicates its resistance to bending or flexural stresses. In rc design, it affects the stiffness and deflection of
beams.

A

MOMENT OF INERTIA

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11
Q

the capacity of a beam or slab to resist bending, a critical factor in beam and slab design. It depends on the amount and placement of reinforcement and
concrete strength.

A

FLEXURAL STRENGTH

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12
Q

the ability of reinforced concrete to undergo significant deformation before failure. This property is largely provided by the steel reinforcement and is essential in
earthquake-resistant design.

A

DUCTILITY

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13
Q

the maximum load a structural member can carry before failure. It is used to design reinforced concrete elements under ultimate limit state conditions.

A

ULTIMATE LOAD

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14
Q

the load a structure is designed to carry safely during its life under normal conditions. This load is generally lower than the ultimate load.

A

SERVICE LOAD

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15
Q

closed-loop steel bars placed perpendicular to the longitudinal reinforcement in beams to resist shear and prevent diagonal cracking.

A

STIRRUP

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16
Q

a type of rc column with longitudinal reinforcement held together by closely spaced ties. it is commonly used in structures where bending moments are
minimal.

A

TIED COLUMN

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17
Q

the minimum length of rebar embedded in concrete needed to achieve the full bond and transfer stresses. Proper development length ensures adequate anchorage.

A

DEVELOPMENT LENGTH

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18
Q

the method of connecting two pieces of rebar in line to extend the length of
reinforcement. it can be achieved through overlapping or mechanical couplers.

A

SPLICING

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19
Q

concrete in which internal stresses are introduced through tensioned steel strands before applying external loads. This technique improves the strength and reduces cracks in concrete.

A

PRESTRESSED CONCRETE

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20
Q

methods used to limit crack width in concrete, such as appropriate reinforcement placement and spacing. Crack control is essential for durability, particularly in aggressive environments.

A

CRACK CONTROL

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21
Q

the time-dependent deformation of concrete under sustained load. Creep causes gradual elongation in concrete elements, which can affect long-term deflections and stress distribution.

22
Q

the reduction in concrete volume over time due to moisture loss, especially during the curing process. shrinkage can lead to cracking if not properly managed or reinforced.

23
Q

high-strength steel strands or wires used in prestressed concrete to provide
tensile force. tendons

24
Q

the adhesive force between rebar and concrete, which allows them to act together under load. good bond strength is crucial for transferring stresses effectively.

A

BOND STRENGTH

25
the overlap of two adjacent reinforcing bars to maintain continuity in reinforcement where a single rebar length is insufficient. proper lap splice length ensures adequate stress transfer.
LAP SPLICE
26
the displacement or bending of a structural element under load. in rc design, deflection control is critical to prevent excessive bending and maintain serviceability.
DEFLECTION
27
the ability of reinforced concrete to withstand environmental conditions without significant deterioration over time. factors like water-cement ratio, cover, and material quality influence durability.
DURABILITY
28
the embedment of reinforcement into concrete to provide adequate bond and ensure load transfer.
ANCHORAGE
29
it is formed, sawed, or tooled groove in a concrete structure to create a weakened plane and regulate the location of cracking resulting from the dimensional change of different parts of the structure.
CONTRACTION JOINT
30
the ratio of lateral strain to longitudinal strain in a material under axial stress. In rc design, it's used to assess concrete deformation and behavior under loading conditions.
POISSONS RATIO
31
the ratio of the effective length of a column to its least radius of gyration. it indicates a column's susceptibility to buckling, with higher ratios meaning higher risks of instability.
SLENDERNESS RATIO
32
the breaking or flaking of concrete surfaces, often due to freeze-thaw cycles, corrosion of embedded steel, or impact forces.
SPALLING
33
a region in a beam or column where plastic deformation occurs under extreme loading, allowing the structure to redistribute forces.
PLASTIC HINGE
34
reinforcement (such as stirrups or ties) placed perpendicular to the longitudinal rebar in beams and columns to resist shear forces and prevent diagonal cracking.
SHEAR REINFORCEMENT
35
a slab that primarily spans in one direction, transferring loads to supports on opposite sides. Reinforcement is mainly provided in one direction to resist bending.
ONE-WAY SLAB
36
a slab that spans and distributes loads in two perpendicular directions, requiring reinforcement in both directions. This type is commonly used for square or nearly square slab panels.
TWO-WAY SLAB
37
tensile stress that acts diagonally across a concrete member due to combined shear and bending. this can lead to diagonal cracking and is resisted by shear reinforcement.
DIAGONAL TENSION
38
the area in a cross-section of a concrete element (like a beam) that is in compression under bending. this area is located above the neutral axis in a simply supported beam.
COMPRESSION ZONE
39
the distance from the extreme compression fiber to the centroid of the tension reinforcement in a flexural member (such as a beam or slab). It influences the member's bending strength.
EFFECTIVE DEPTH
40
a type of shear failure that occurs around column supports in flat slabs or footings due to concentrated loads. it leads to the slab “punching” through around the column and requires special reinforcement.
PUNCHING SHEAR
41
a method of reinforcing concrete by preloading it with internal forces through tendons, allowing it to carry higher loads and span longer distances with reduced cracking.
PRE-STRESSING
42
the separation of concrete components (aggregates, cement paste, and water) during placement, often due to improper handling or excessive water content. segregation can weaken the structure and reduce durability.
SEGREGATION
43
the upward movement of water to the surface of freshly poured concrete. excessive bleeding can cause surface weakening and affect the bond between concrete and reinforcement
BLEEDING
44
cracks that occur in the surface of fresh concrete as it loses moisture and shrinks before hardening. proper curing techniques help prevent these types of cracks.
PLASTIC SHRINKAGE CRACKING
45
the intersection where beams and columns meet, which must be designed to transfer both axial and shear forces. proper detailing is essential, especially in earthquake-resistant design.
BEAM-COLUMN JOINT
46
a localized shear failure that occurs around column supports in slabs and footings, where the concrete is "punched" by concentrated loads. this is particularly important in flat slab design.
PUNCHING SHEAR
47
a vertical wall that resists lateral forces like wind and seismic loads, primarily through in-plane shear. shear walls are critical in high-rise buildings for stability and resistance to lateral forces.
SHEAR WALL
48
the stage at which rebar undergoes plastic deformation and cannot return to its original shape. yielding is a key indicator in reinforced concrete design as it signifies the beginning of significant plastic deformation.
YIELDING
49
a safety margin used in design to account for uncertainties in loads, material properties, and environmental conditions.
FACTOR OF SAFETY
50
a section with excessive reinforcement, leading the concrete to reach its compressive capacity before the steel yields. Over-reinforced sections are generally undesirable due to a lack of ductility.
OVER-REINFORCED SECTION