A quadratic boundary element implementation in orthotropic elasticity using the real variable approach
A quadratic boundary element implementation in orthotropic elasticity using the real variable approach
 
  This paper revisits the real variable fundamental solution approach to the Boundary Integral Equation (BIE) method in two-dimensional orthotropic elasticity. The numerical implementation was carried out using quadratic isoparametric elements. The strong and weakly singular integrals were directly evaluated using Euler's transformation technique. The limiting process was done in intrinsic coordinates and no separate numerical treatment for strong and weak singular integrals was necessary. For strongly singular integrals a priori interpretation of the Cauchy principal value is not necessary. Two problems from plane stress and strain are presented to demonstrate the numerical efficiency of the approach. Excellent agreement between BEM results and exact solutions was obtained even with relatively coarse mesh discretizations
  
  
  257-266
  
    
      Padhi, G.S.
      
        4e316192-2720-4f34-b8c9-a80526ce84ae
      
     
  
    
      Shenoi, R.A.
      
        a37b4e0a-06f1-425f-966d-71e6fa299960
      
     
  
    
      Moy, S.S.J.
      
        d1b1f023-d32a-4b00-8a3f-17c89f91a51e
      
     
  
    
      Hawkins, G.L.
      
        c8a8e8fd-2818-45a1-9e4d-63e2d264a726
      
     
  
  
   
  
  
    
      2000
    
    
  
  
    
      Padhi, G.S.
      
        4e316192-2720-4f34-b8c9-a80526ce84ae
      
     
  
    
      Shenoi, R.A.
      
        a37b4e0a-06f1-425f-966d-71e6fa299960
      
     
  
    
      Moy, S.S.J.
      
        d1b1f023-d32a-4b00-8a3f-17c89f91a51e
      
     
  
    
      Hawkins, G.L.
      
        c8a8e8fd-2818-45a1-9e4d-63e2d264a726
      
     
  
       
    
 
  
  
    
    
      
        
          Abstract
          This paper revisits the real variable fundamental solution approach to the Boundary Integral Equation (BIE) method in two-dimensional orthotropic elasticity. The numerical implementation was carried out using quadratic isoparametric elements. The strong and weakly singular integrals were directly evaluated using Euler's transformation technique. The limiting process was done in intrinsic coordinates and no separate numerical treatment for strong and weak singular integrals was necessary. For strongly singular integrals a priori interpretation of the Cauchy principal value is not necessary. Two problems from plane stress and strain are presented to demonstrate the numerical efficiency of the approach. Excellent agreement between BEM results and exact solutions was obtained even with relatively coarse mesh discretizations
         
      
      
        
          
            
  
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      Published date: 2000
 
    
  
  
    
  
    
  
    
  
    
  
    
  
    
  
    
  
    
  
  
        Identifiers
        Local EPrints ID: 21526
        URI: http://eprints.soton.ac.uk/id/eprint/21526
        
          
        
        
        
          ISSN: 1069-8299
        
        
          PURE UUID: b85bdb3e-3ebc-4a35-bda4-57fcf96eb879
        
  
    
        
          
        
    
        
          
            
          
        
    
        
          
            
          
        
    
        
          
        
    
  
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  Date deposited: 07 Feb 2007
  Last modified: 15 Mar 2024 06:31
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      Contributors
      
          
          Author:
          
            
            
              G.S. Padhi
            
          
        
      
        
      
          
          Author:
          
            
              
              
                S.S.J. Moy
              
              
            
            
          
        
      
          
          Author:
          
            
            
              G.L. Hawkins
            
          
        
      
      
      
    
  
   
  
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