Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded

A heterogeneous approach for FE upper bound limit analyses of out-of-plane loaded masonry panels is presented. Under the assumption of associated plasticity for the constituent materials, mortar joints are reduced to interfaces with a Mohr–Coulomb failure criterion with tension cut-off and cap in co...

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Veröffentlicht in:	Computational mechanics 2007-11, Vol.40 (6), p.911-931
Hauptverfasser:	Milani, G., Zuccarello, F. A., Olivito, R. S., Tralli, A.
Format:	Artikel
Sprache:	eng
Schlagworte:	Collapse load Compressive strength Failure mechanisms Finite element method Limit analysis Masonry Mohr-Coulomb theory Mortars (material) Panels Upper bounds Vertical loads Walls
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