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Sökning: AMNE:(ENGINEERING AND TECHNOLOGY) AMNE:(Materials Engineering) > On the strength pre...

On the strength prediction of adhesively bonded FRP-steel joints using cohesive zone modelling

Heshmati, Mohsen, 1987 (författare)
Chalmers University of Technology, Sweden,Chalmers tekniska högskola
Haghani Dogaheh, Reza, 1979 (författare)
Chalmers University of Technology, Sweden,Chalmers tekniska högskola
Al-Emrani, Mohammad, 1967 (författare)
Chalmers University of Technology, Sweden,Chalmers tekniska högskola
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André, Alann (författare)
RISE,SICOMP,Chalmers tekniska högskola,Chalmers University of Technology
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 (creator_code:org_t)
Elsevier BV, 2018
2018
Engelska.
Ingår i: Theoretical and applied fracture mechanics (Print). - : Elsevier BV. - 0167-8442 .- 1872-7638. ; 93, s. 64-78
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
Stäng  
  • The variety of failure modes that are likely to occur in fibre-reinforced polymer (FRP)/steel joints used in the construction industry adds to the complexity associated with the design of these joints. This variation in possible failure modes is mainly attributed to the lack of a controlled application environment and to rather insufficient quality assurance protocols and procedures. The use of energy-based methods such as, cohesive zone modelling (CZM), can be a solution to circumvent such complexities. This paper investigates a number of issues related to CZM analyses of FRP/steel adhesive joints using various test configurations and a comprehensive numerical study. Parameters such as the effect of shape and type of cohesive law, crack path location, length of damage process zone, variations of adhesive and FRP properties, and different failure modes including cohesive, interfacial debonding and FRP failure on the strength of joints are investigated. The results show that the behaviour of the tested joints is accurately predicted provided that the variation of failure modes are taken into account. Moreover, it is shown that the damage process zone in adhesive layer is directly proportional to the shape of cohesive laws. This feature can be employed in the design phase to ensure sufficient overlap length and to account for important in-service parameters such as temperature and moisture.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Maskinteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Mechanical Engineering (hsv//eng)
TEKNIK OCH TEKNOLOGIER  -- Maskinteknik -- Teknisk mekanik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Mechanical Engineering -- Applied Mechanics (hsv//eng)
TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Infrastrukturteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Infrastructure Engineering (hsv//eng)
TEKNIK OCH TEKNOLOGIER  -- Materialteknik -- Annan materialteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Materials Engineering -- Other Materials Engineering (hsv//eng)
TEKNIK OCH TEKNOLOGIER  -- Materialteknik -- Kompositmaterial och -teknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Materials Engineering -- Composite Science and Engineering (hsv//eng)

Nyckelord

Civil engineering structures
Cohesive zone modelling
Composites
Crack growth
Fibre reinforced materials
Interface fracture
Adhesive joints
Composite materials
Construction industry
Crack propagation
Cracks
Failure modes
Interfaces (materials)
Quality assurance
Reinforcement
Steel fibers
Application environment
Energy-based methods
Fibre reinforced polymers
Interfacial debonding
Quality assurance protocols
Fiber reinforced materials

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