Localized stress percolation through dry masonry walls. Part ii modelling
Résumé
The highly localized stress distribution found within dry masonry walls through transmission photoelasticity in Part I of this article is explained both proposing a micromechanical model (based on a form of random cascade transmission of forces between bricks, which includes random coalescence additionally to random branching) and applying a phenomenological description (based on the extreme orthotropy of the equivalent homogeneous material).
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PEER_stage2_10.1016%2Fj.euromechsol.2009.10.013.pdf (1.04 Mo)
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