Prediction of FRP debonding using the global-energy-balance approach
Prediction of FRP debonding using the global-energy-balance approach
 
  A major research programme was carried out to analyse the mechanism of FRP debonding from concrete beams using global-energy-balance approach (GEBA). The analyses developed in the study provide an essential tool that will enable fracture mechanics to be used to determine the load at which FRP plates will debond from concrete beams. This obviates the need for finite element (FE) analyses in situations where reliable details of the interface properties and crack-tip stress fields are not attainable for an accurate analysis. This paper presents an overview of the GEBA analyses that is described in detail elsewhere, and explains the slightly unconventional assumptions made in the analyses.
  branson’s model, strengthening, fracture mechanics, frp, debonding, fracture energy, mixed-mode
  
  
  1033-1044
  
    
      Achintha, M.
      
        8163c322-de6d-4791-bc31-ba054cc0e07d
      
     
  
    
      Burgoyne, C.
      
        5a90ba6f-f862-48b8-8273-f44b18bbb2dd
      
     
  
  
   
  
  
    
      2012
    
    
  
  
    
      Achintha, M.
      
        8163c322-de6d-4791-bc31-ba054cc0e07d
      
     
  
    
      Burgoyne, C.
      
        5a90ba6f-f862-48b8-8273-f44b18bbb2dd
      
     
  
       
    
 
  
    
      
  
  
  
  
  
  
    Achintha, M. and Burgoyne, C.
  
  
  
  
   
    (2012)
  
  
    
    Prediction of FRP debonding using the global-energy-balance approach.
  
  
  
  
    Magazine of Concrete Research, 64 (11), .
  
   (doi:10.1680/macr.11.00182). 
  
  
   
  
  
  
  
  
   
  
    
    
      
        
          Abstract
          A major research programme was carried out to analyse the mechanism of FRP debonding from concrete beams using global-energy-balance approach (GEBA). The analyses developed in the study provide an essential tool that will enable fracture mechanics to be used to determine the load at which FRP plates will debond from concrete beams. This obviates the need for finite element (FE) analyses in situations where reliable details of the interface properties and crack-tip stress fields are not attainable for an accurate analysis. This paper presents an overview of the GEBA analyses that is described in detail elsewhere, and explains the slightly unconventional assumptions made in the analyses.
         
      
      
        
          
            
  
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 MACR_D_11_00182_R1.pdf
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      Published date: 2012
 
    
  
  
    
  
    
  
    
  
    
  
    
  
    
     
        Keywords:
        branson’s model, strengthening, fracture mechanics, frp, debonding, fracture energy, mixed-mode
      
    
  
    
     
        Organisations:
        Infrastructure Group
      
    
  
    
  
  
  
    
  
  
        Identifiers
        Local EPrints ID: 209481
        URI: http://eprints.soton.ac.uk/id/eprint/209481
        
          
        
        
        
          ISSN: 0024-9831
        
        
          PURE UUID: 71f2d2d4-e646-45c2-aa69-389ecb2a0e4c
        
  
    
        
          
            
              
            
          
        
    
        
          
        
    
  
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  Date deposited: 30 Jan 2012 11:07
  Last modified: 14 Mar 2024 04:46
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      Contributors
      
          
          Author:
          
            
              
              
                M. Achintha
              
              
                 
              
            
            
          
         
      
          
          Author:
          
            
            
              C. Burgoyne
            
          
        
      
      
      
    
  
   
  
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