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Maintenance &
Rehabilitation of Structures
Subject code: 3360605
CRACKS IN CONCRETE
STRUCTURE AND THEIR
CAUSES
SEMINAR ON:
About CRACKS
What is CRACK?
Break or cause to break without a complete
separation of the parts.
• Cracks in the building are common occurrence.
• It develops hen the stress in a component exceeds the
strength.
Classification of Cracks
Non-Structural Cracks
Non-structural cracks are not of so much
significance as far as safety is considered but it deals more
with aesthetic point of view.
Cause:
 Due to stresses produced in a member, mainly
• Tensile stresses
• Shear stresses
Tensile Cracks
Shear Cracks
Cracks in Concrete
 Causes of cracking:
A. Cracking which occurs in plastic concrete
• Plastic shrinkage cracking
• Settlement cracking
B. Cracking which occurs in hardened concrete
• Drying shrinkage
• Thermal stress
• Chemical reaction
• Weathering
• Corrosion of Reinforcement
• Poor construction Practice
• Structural Overload
• Error in Design and Detailing
Plastic Shrinkage Cracking
• Occurs due to very rapid loss of moisture
• Factors including air and concrete temperature, relative
humidity and wind velocity
• It occurs prior to final setting
Settlement Cracking
• Occurs when the settlement of
concrete is blocked by
reinforcement, framework etc.
• Due to restraints; cracks
develops in structure which
are adjacent to restraining
element
• It increase with increase in bar
size, inadequate vibration and
increase in slump
• It decreases with increase in
size of cover and addition of
fibers in concrete.
Drying Shrinkage
• Caused by loss of moisture
form the cement paste
constituent
• It is the combination of
shrinkage and restraint that
causes tensile stress
• Contraction joints and
correct detailing of the
reinforcement reduces
shrinkage cracking.
Chemical Reactions
• Occur due to reaction of concrete in its firm state with
materials used to make concrete or by materials that
came in contact with it
• Concrete get cracked when concrete react with
aggregate containing active-silica and alkalis resulting
from cement hydration
• Mainly due to alkalis, active silica and sulfates
Weathering
• Weathering is wear and tear of structures caused by
freezing, drying and wetting of concrete
• Concrete can be protected against weathering by use of
the low w/c ratio, tough aggregate and adequate curing
of concrete.
Corrosion of reinforcement
• Due to oxidation of reinforcement bars in existence of
moisture which increases its volume
• A bursting radial stresses are produced around bars which
result in local radial cracks around bars.
• Remedial technique comprises of epoxy coating of bars,
use of richer grade of concrete and by use of corrosion
inhibitors.
Poor Construction Practice
• In this the most common is additional of water to
increase workability
• It plays an important role in decreasing concrete
strength, increasing concrete settlement and increasing
drying shrinkage of concrete.
• Another problem which comes under this is when less
curing is done or curing is eliminated early stages.
Weathering
• Weathering is wear and tear of structures caused by
freezing, drying and wetting of concrete
• Concrete can be protected against weathering by use of
the low w/c ratio, tough aggregate and adequate curing
of concrete.
Structural Overloads
• Concrete gets damaged due to structural overload which
are very easy to detect.
• Precast member like beam and are generally subjected
to this type of load.
• These types of cracks can be prevented if designer limit
the load on structure.
Errors in Design and Detailing
• Errors in detailing & designing result in cracking of
concrete
• It include incorrect detailing of reinforcement steel bars
and others problems like restraint of members, lack of
adequate contraction joints and incorrect design of
foundations etc.
THANK YOU

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Cracks in concrete structure

  • 1. Maintenance & Rehabilitation of Structures Subject code: 3360605
  • 2. CRACKS IN CONCRETE STRUCTURE AND THEIR CAUSES SEMINAR ON:
  • 3. About CRACKS What is CRACK? Break or cause to break without a complete separation of the parts. • Cracks in the building are common occurrence. • It develops hen the stress in a component exceeds the strength.
  • 5. Non-Structural Cracks Non-structural cracks are not of so much significance as far as safety is considered but it deals more with aesthetic point of view. Cause:  Due to stresses produced in a member, mainly • Tensile stresses • Shear stresses
  • 8. Cracks in Concrete  Causes of cracking: A. Cracking which occurs in plastic concrete • Plastic shrinkage cracking • Settlement cracking B. Cracking which occurs in hardened concrete • Drying shrinkage • Thermal stress • Chemical reaction • Weathering • Corrosion of Reinforcement • Poor construction Practice • Structural Overload • Error in Design and Detailing
  • 9. Plastic Shrinkage Cracking • Occurs due to very rapid loss of moisture • Factors including air and concrete temperature, relative humidity and wind velocity • It occurs prior to final setting
  • 10. Settlement Cracking • Occurs when the settlement of concrete is blocked by reinforcement, framework etc. • Due to restraints; cracks develops in structure which are adjacent to restraining element • It increase with increase in bar size, inadequate vibration and increase in slump • It decreases with increase in size of cover and addition of fibers in concrete.
  • 11. Drying Shrinkage • Caused by loss of moisture form the cement paste constituent • It is the combination of shrinkage and restraint that causes tensile stress • Contraction joints and correct detailing of the reinforcement reduces shrinkage cracking.
  • 12. Chemical Reactions • Occur due to reaction of concrete in its firm state with materials used to make concrete or by materials that came in contact with it • Concrete get cracked when concrete react with aggregate containing active-silica and alkalis resulting from cement hydration • Mainly due to alkalis, active silica and sulfates Weathering • Weathering is wear and tear of structures caused by freezing, drying and wetting of concrete • Concrete can be protected against weathering by use of the low w/c ratio, tough aggregate and adequate curing of concrete.
  • 13. Corrosion of reinforcement • Due to oxidation of reinforcement bars in existence of moisture which increases its volume • A bursting radial stresses are produced around bars which result in local radial cracks around bars. • Remedial technique comprises of epoxy coating of bars, use of richer grade of concrete and by use of corrosion inhibitors.
  • 14. Poor Construction Practice • In this the most common is additional of water to increase workability • It plays an important role in decreasing concrete strength, increasing concrete settlement and increasing drying shrinkage of concrete. • Another problem which comes under this is when less curing is done or curing is eliminated early stages. Weathering • Weathering is wear and tear of structures caused by freezing, drying and wetting of concrete • Concrete can be protected against weathering by use of the low w/c ratio, tough aggregate and adequate curing of concrete.
  • 15. Structural Overloads • Concrete gets damaged due to structural overload which are very easy to detect. • Precast member like beam and are generally subjected to this type of load. • These types of cracks can be prevented if designer limit the load on structure. Errors in Design and Detailing • Errors in detailing & designing result in cracking of concrete • It include incorrect detailing of reinforcement steel bars and others problems like restraint of members, lack of adequate contraction joints and incorrect design of foundations etc.