MAB 1033 Structural Assessment and Repair · composite material because – Similar coefficients of...
Transcript of MAB 1033 Structural Assessment and Repair · composite material because – Similar coefficients of...
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MAB 1033Structural Assessment and Repair
Professor Dr. Mohammad bin IsmailC09-313
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6. CONCRETE BEHAVIOUR
LOAD EFFECTS
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Learning Outcome
At the end of the course students should be able
to understand:to understand:
• effect of load on reinforced concrete structure
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Introduction
• Concrete structures and individual members
carry loads (self weight or applied load)
• Concrete change volume when subject to
stress
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stress
– Tensile stress-concrete stretches
– Compressive stress-shortens
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• Reinforced concrete work effectively as composite material because
– Similar coefficients of thermal expansion
– Good bond between rebars and concrete
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– Good bond between rebars and concrete
– Quality concrete protects reinforcement
• Concrete problems, such as deflection, cracking, or spalling may be caused by volume change – associated with load
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s s
Moving Loads
Live LoadsLive Loads
T
T
T
C
C
C
Compressive Stress (C )
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Dead Loads
s s
C
Impact Loads
Tensile Stress (T)
Shear Stress (S)
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Basic Engineering Principles
When reinforcing bars are subjected to tension, they
stretch. The concrete around the reinforcing bars is
consequently subject to tension and stretches
When tension in excess of tensile strength of concrete
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is reached, transverse cracks may appear near the
reinforcing bars
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Reinforcing Bar
Neutral Axis
1. Uniform Loads Applied.
Simply Supported Reinforced Concrete Beam.
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Reinforcing Bar
2. Beam deflects under load.
3. Flexuralcrack forms.
Tension is greatest at midspan.
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Cracking Modes: Continuous Spans
Load Load Load Load
Continuous Concrete Beam
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Flexural Cracks
Combination Shear and Flexural Crack (diagonal tension crack)
Path and location of Tension
Shear Crack
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Slab/Beam-to-Column Shear
• Column connections to slabs and beams
experience considerable shear stress
• Excessive stress produces cracks in the beams
and in the surrounding slab
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and in the surrounding slab
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Slab and beam are
inclined to fall from
supporting column
Applied Loads
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Diagonal
Shear
Cracks
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Horizontal Forces
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Cantilevered Members
• For cantilevered members, tension forces are acting in the member’s top portion
• Critical factors - cantilevered members
1. Reinforcement must be in the correct position
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1. Reinforcement must be in the correct position (top)
2. Tension cracks develop over the moment are natural canyons for moisture and aggressive substance
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Continuous Structures
• Continuous span transfer load to adjacent
spans. Concrete in tensile zone area subject
to tension cracking
• These cracks provide direct access for
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• These cracks provide direct access for
moisture and other corrosive substance
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Negative Moment Area
Possible Tension
Cracks
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Column
• When concrete is compressed, the member shortens (vertical strain) and bulges (horizontal strain)
• The bulge generates tension forces that are
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• The bulge generates tension forces that are restrained by steel reinforcement
• Shortening of columns consists of elastic shortening, creep shortening and drying shrinkage
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1. Elastic shortening: occurs as loads are applied = stress/E
2. Creep shortening: occurs over time and affected by constant stress and long term
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affected by constant stress and long term loss of moisture
3. Drying shrinkage:occurs over time with loss of moisture (time dependent process)
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Bulge
▲-▲-Elastic
ShorteningCreep
Shortenin
g
Applied Load
Column
ars
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Tension Cracks
Working Example: Reinforced concrete column in 500’(153m) tall building under substained service
stress of 1500 psi(10.3Mpa) will shorten 8”(204mm) (2.5”(64mm) elastic, 2.5”(64mm) drying shrinkage,0.5” (12mm) other).
Note: Bulge shown is exaggerated. Crack is shown to demonstrate tensile stress. Column ties resist tension stress.
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Post-Tensioned Members
• The stretching of the strands compresses the concrete to offset any tension stress from future service loads
• Upon stressing, the concrete shortens (elastic
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• Upon stressing, the concrete shortens (elastic shortening)
• After stressing creep will take place.ultimate creep reach after 1500 days
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∆ ∆Elastic
shortening
takes place
after
stressing
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∆-- ∆--Additional
shortening
occurs as
a result of
creep and
drying
shrinkage.
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Post-Tensioned Members-
Restrained Volume Change
• Lack of design consideration of volume
changes in members caused by elastic and
plastic (creep) shortening
• Column design for vertical loads and subject
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• Column design for vertical loads and subject
to horizontal pulling in opposite directions can
cause shear cracking
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Direction of PullShort Column
Short Column
Direction of PullShear Cracking
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Cylindrical Structures-
Buried pipe
• Buried pipes loaded with surrounding backfill and
overburden may result in deformation of the pipe
• The pipe is compressed in the vertical axis and bulges
in along the horizontal axis
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• Cracks may develop, forming hinges at three possible
locations: the crown and at two spring line location
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Overburden Loads Crack in Crown of
Pipe
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Crack in Spring Line of Pipe
Pipe Deforms under Load
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• The loads imposed on tank are proportional to
the material’s density and the height of liquid
in the tank
• Internal pressure pushes against the tank wall,
Cylindrical Structures-
Tanks
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• Internal pressure pushes against the tank wall,
creating tension
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Fluid Loading
Tension is created by loading.
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Vertical cracks form if horizontal reinforcement has excessive stress levels.
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Connections
• Precast structures are comprised of many
components, each interacting with others
• Point loading of contact points is quite common,
often resulting in excessive tension and shear
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• Extremities and edges of members subject to point
loading are free to crack and spall when tension
stresses exceed the tensile capacities of the concrete
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Slab Construction Joint with Keyway
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Cracking of Unreinforced Contact Points
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• Precast double-T stems resting on ledger
beams often point load the front edge of the
non reinforced portion of the ledger beam
• Point loading can be a result of rotation or
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• Point loading can be a result of rotation or
length change (seasonal thermal changes)
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Rotation of T at
bearing can
cause point
loading.
Double T
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Ledger Beam
Spall from
Unreinforced
Front Edge.
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• Slab cast on grade are separated by construction
joints.
• Shear transfer between slabs at these joints are
location where point loading can occur
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• Rolling loads place the joint edges into contact with
one another, often creating stresses that spall and
crack the non-reinforced portions
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• Filling of open joint with non –compressible
debris, preventing the joint from undergoing
free thermal expansion
• Restrained volume change can induce very
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• Restrained volume change can induce very
high shear, compression and tension stresses.
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Load induced crack
Pure flexure
Torsion (Helical cracking)
Pure tension
Shear
Bond
Concentrated load
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Thank You