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EnglishA 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 compression, whereas for bricks both limited and unlimited strength are taken into account. At each interface, plastic dissipation can occur as a combination of out-of-plane shear, bending and torsion. In order to test the reliability of the model proposed, several examples of dryjoint panels out-of-plane loaded tested at the University of Calabria (Italy) are discussed. Numerical results are compared with experimental data for three different series of walls at different values of the in-plane compressive vertical loads applied. The comparisons show that reliable predictions of both collapse loads and failure mechanisms can be obtained by means of the numerical procedure employed
Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded / Milani, G; ZUCCARELLO F., A; Olivito, Renato Sante; Tralli, A.. - In: COMPUTATIONAL MECHANICS. - ISSN 0178-7675. - 40 (6)(2007), pp. 911-931.
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| Titolo: | Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded |
| Autori: | |
| Data di pubblicazione: | 2007 |
| Rivista: | |
| Citazione: | Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded / Milani, G; ZUCCARELLO F., A; Olivito, Renato Sante; Tralli, A.. - In: COMPUTATIONAL MECHANICS. - ISSN 0178-7675. - 40 (6)(2007), pp. 911-931. |
| Handle: | http://hdl.handle.net/20.500.11770/154111 |
| Appare nelle tipologie: | 1.1 Articolo in rivista |
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