论文信息 - Stress State for Heavy Masonry Panels with Openings

Stress State for Heavy Masonry Panels with Openings

In this paper we study the equilibrium problem of rectangular panels with openings made of a no-tension (masonry-like) material, undergoing, besides their own weight, a uniformly distributed load on their top. Generalizing some well-established results, equilibrated stress fields that are admissible, i.e. compatible with the incapability of the material to withstand traction, are determined.

Massimiliano Lucchesi | Nicola Zani | Miroslav Šilhav

[1] Massimiliano Lucchesi,et al. A note on equilibrated stress fields for no-tension bodies under gravity , 2007 .

[2] Angelo Marcello Tarantino,et al. Asymmetric equilibrium configurations of hyperelastic cylindrical bodies under symmetric dead loads , 2006 .

[3] Massimiliano Lucchesi,et al. A new class of equilibrated stress fields for no-tension bodies , 2006 .

[4] Massimiliano Lucchesi,et al. Equilibrated divergence measure stress tensor fields for heavy masonry bodies , 2009 .