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Young Researchers Seminar 2011DTU, Denmark, June 8 - 10, 2011

Young Researchers Seminar 2011DTU, Denmark, 8 – 10 June, 2011

BRIDGE REHABILITATION

Dejan Cerovac , M.Sc. Civil Engineering

Highway Institute

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Agenda

• Bridge management system

• Fiber reinforcement of concrete

• Carbon strips and panels

BRIDGE REHABILITATION

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Bridge management system

The level of service in function of maintenance

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Fiber reinforcement of concreteThe most commonly used types of fiber :

• steel• polypropylene• carbon• synthetics• glass• nylon• polyester• polyethylene

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Fiber reinforcement of concreteThe reinforcement of cement matrix with steel

fibers has contribute :

• increase in toughness and ductility• increase of flexural strength • short period of works execution• no need for conventional reinforcement• increased resistance to dynamic loading• improved control of cracking

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Fiber reinforcement of concrete

F - ɛ

diagram of steel fiber concrete

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Fiber reinforcement of concreteThe reinforcement of cement matrix with

polypropylene fibers has contribute :

• higher values of early compressive strength • precise and easy installation• the risk of corrosion has been avoided• the risk of reinforcement penetration on the

surface has been avoided• resistance to abrasion and impact has been

increased

BRIDGE REHABILITATION

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Fiber reinforcement of concreteComparison of mechanical properties for polypropylene

reinforcement and regular concrete:

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compressive strength in first 3 days ( 7 days) up to 20 %

compressive strength after 28 days up to  8 %

flexural strengths after 28 days up to  30 %

shearing strengths after 28 days up to  20 %

number of strokes prior to the appearance of first cracks between 10 and 20 %

number of strokes after the appearance of first cracks until the

final fracture up to  100%

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Preparation of slabs for rehabilitation

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Surface treatment of concrete slabs

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Carbon strips and panelsThe strengthening with carbon strips is applied in

the cases as follows:• Load-bearing capacity expansion,• Damages, vehicle impact, fire or explosion,• Requirement for higher safety ratio in the

operation,• When the walls are put out, or holes inserted

onto the deck whereby the structural system is changed,

• Overcoming of design and execution errors, etc.

BRIDGE REHABILITATION

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Carbon strips and panels

Different types of carbon strips and panels

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BiaxialMonoaxial

Diagonal

Monoaxial

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Carbon strips and panelsIn comparison to steel plates, the carbon strips

have several relevant advantages such as:• smaller weight• very high tensile strength (even 8 times higher) • small thickness• no potential corrosion• easy processing and fitting-in• flexible behaviour• lower cost of placing

BRIDGE REHABILITATION

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Carbon strips and panels

Conditions of eligibility for bonding concrete :

• fat > 1.5 MPa if we use carbon strips(fat > 1.0 MPa if we use carbon panels)

• fp > 30.0 MPa

BRIDGE REHABILITATION

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Carbon strips and panel on beams

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Pull-off“ test on carbon strips

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Surface protection of carbon strips and panels

BRIDGE REHABILITATION

19Title of the presentation

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