Ainsworth, Mark and Mihai, Loredana Angela  ORCID: https://orcid.org/0000-0003-0863-3729
      2009.
      
      An adaptive multi-scale approach to the modelling of masonry structures.
      International Journal for Numerical Methods in Engineering
      78
      
        (10)
      
      , pp. 1135-1163.
      
      10.1002/nme.2520
    
  
  
       
       
     
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Abstract
We present an adaptive multi-scale approach for predicting the mechanical behaviour of masonry structures modelled as dynamic frictional multi-body contact problems. In this approach, the iterative splitting of the contact problem into normal contact and frictional contact is combined with a semismooth Newton/primal-dual active-set procedure to calculate deformations and openings in the model structures. This algorithm is then coupled with a novel adaptive multi-scale technique involving a macroscopic scale, which is the size of the masonry structure, and a mesoscopic scale, which is the size of the constituents (bricks, stone-blocks), to predict appearance of dislocations and stress distribution in large-scale masonry structures. Comparisons of the numerical results with data from experimental tests and from practical observations illustrate the predictive capability of the multi-scale algorithm.
| Item Type: | Article | 
|---|---|
| Date Type: | Publication | 
| Status: | Published | 
| Schools: | Schools > Mathematics | 
| Subjects: | Q Science > QA Mathematics | 
| Uncontrolled Keywords: | dynamic contact; Coulomb friction; finite elements; optimization problems; linear elasticity; masonry structures; contact problem; adaptive algorithm | 
| Publisher: | Wiley-Blackwell | 
| ISSN: | 0029-5981 | 
| Last Modified: | 18 Oct 2022 12:43 | 
| URI: | https://orca.cardiff.ac.uk/id/eprint/10998 | 
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