Mihai, L.A. and Ainsworth, M. (2009) An adaptive multi-scale computational modelling of Clare College Bridge. Computer Methods in Applied Mechanics end Engineering, 198 (21-26). pp. 1839-1847. ISSN 0045-7825Full text not available in this repository. (Request a copy from the Strathclyde author)
Masonry structures may be modelled as an assembly of linearly elastic bodies (individual bricks or stone-blocks) in unilateral frictional contact. Such models generally constitute a formidable computational challenge owing to the need to resolve interactions between individual bodies, such as detection of crack and openings and the resolution of non-linear equations governing the contact. Even for medium size structures, the large number of blocks from which they are assembled renders a full direct simulation of such structures practically impossible. In this paper, an adaptive multi-scale technique for the modelling of large-scale dynamic structures is implemented and applied to the computer simulation of Clare College Bridge, in Cambridge, UK. The adaptive multi-scale approach enables us to carry out simulations at a complexity normally associated with the cost of modelling the entire structure by a simple continuum model whilst incorporating small scale effects, such as openings of gaps and slippage between individual masonry units, using a systematic and locally optimal criterion.
|Keywords:||dynamic unilateral contact, coulomb friction, linear elasticity, finite elements, mathematical programming, masonry structures, Probabilities. Mathematical statistics, Physics and Astronomy(all), Mechanics of Materials, Mechanical Engineering, Computational Mechanics, Computer Science Applications|
|Subjects:||Science > Mathematics > Probabilities. Mathematical statistics|
|Department:||Faculty of Science > Mathematics and Statistics|
|Depositing user:||Strathprints Administrator|
|Date Deposited:||21 May 2010 15:21|
|Last modified:||04 May 2016 16:04|