Physical Attack Presented by: Bryan Perrie (presented by Mark - - PowerPoint PPT Presentation

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Physical Attack Presented by: Bryan Perrie (presented by Mark - - PowerPoint PPT Presentation

Main Durability Issues in SA Physical Attack Presented by: Bryan Perrie (presented by Mark Alexander) The Concrete Institute Physical Attack Abrasion Traffic Erosion Freezing and freeze-thaw Cavitation Cracking


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Presented by:

Bryan Perrie (presented by Mark Alexander)

The Concrete Institute

Main Durability Issues in SA Physical Attack

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Physical Attack

  • Abrasion
  • Erosion
  • Cavitation
  • Temperature/moisture cycling
  • Salt crystallisation
  • Fire
  • Traffic
  • Freezing and freeze-thaw
  • Cracking
  • Abuse
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Abrasion

Wearing of the surface due to repeated rubbing or friction

  • Largely governed by aggregate quality but combination with paste quality
  • Improve by finishing, curing
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Erosion

Wearing of surface by abrasive action of fluids, suspended solids and wind borne sand Special case of Abrasion

  • Improve by removing abrasive material, reducing flow and wind speed
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SLIDE 5

Cavitation

Change in velocity or direction of high velocity flow

  • Improve by design to reduce velocity and

direction of flow

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Temperature and moisture cycling

Can cause crazing and surface degradation

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SLIDE 7

Salt crystallisation

Wetting and drying in marine environments allows soluble salts ingressing in the wet cycle, to crystallise in the dry cycles resulting in expansive pressures and spalling

  • Reduce permeability
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SLIDE 8

Fire

Concrete strengths reduce with increasing temperature above 300º C The strength reduction is roughly linear up to 1000º C when it has lost all strength Reinforcing steel strength also reduces (also the yield) Often accompanied by spalling Most damage done by fire brigade

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Traffic

Traffic results in fatigue and cracking and also loss of texture in roads, runways and industrial pavements

  • Increase flexural and compressive strength with good curing
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Freezing and freeze-thaw

Freezing is expansive and disruptive Freeze-thaw results in:

  • D-cracking adjacent to joints
  • Delamination and scaling
  • Aggravated by de-icing salts
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Freezing and freeze-thaw (cont.)

Factors include:

  • Porosity/permeability
  • Aggregate characteristics
  • Moisture state
  • Climatic conditions
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SLIDE 12

Cracking

Includes:

  • Plastic shrinkage
  • Drying shrinkage
  • Thermal
  • Overstressing
  • Deflections
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SLIDE 13

Abuse

  • Lack of housekeeping
  • Overloading
  • Lack of maintenance including joint seals
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Physical Attack

  • Abrasion (Concr, Const, HC?)
  • Erosion (Des, Concr, Const, HC)
  • Cavitation (Des)
  • Temperature/moisture cycling (Des,

Concr)

  • Salt crystallisation (Concr, Const)
  • Fire (HC)
  • Traffic (Des, Concr, Const)
  • Freezing and freeze/thaw (Des,

Concr, Const)

  • Cracking (Des, Const)
  • Abuse (HC)
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SLIDE 15

Thank You