A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls
From MaRDI portal
Publication:996604
DOI10.1016/j.ijsolstr.2006.06.033zbMath1155.74400OpenAlexW2068800085MaRDI QIDQ996604
Publication date: 24 September 2007
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2006.06.033
Related Items (16)
Computational homogenization for heterogeneous thin sheets ⋮ Limit analysis of masonry vaults by means of curved shell finite elements and homogenization ⋮ A kinematic FE limit analysis model for thick English bond masonry walls ⋮ A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: application to masonry ⋮ A coupled two-scale shell model with applications to layered structures ⋮ Lower bound static approach for the yield design of thick plates ⋮ Limit analysis of masonry walls using discontinuity layout optimization and homogenization ⋮ Strength of masonry subjected to in-plane loading: a contribution ⋮ On the Homogenization of Nonlinear Shell ⋮ On the homogenization of a nonlinear shell ⋮ A pseudo-equilibrium finite element for limit analysis of Reissner-Mindlin plates ⋮ A coupled two-scale computational scheme for the failure of periodic quasi-brittle thin planar shells and its application to masonry ⋮ Numerical damage assessment of haghia sophia Bell tower by nonlinear FE modeling ⋮ Homogenization of interlocking masonry structures using a generalized differential expansion technique ⋮ Mechanical homogenisation of masonry wall without mortar ⋮ Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded
This page was built for publication: A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls