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Stress State for Heavy Masonry Panels with Openings

  • Massimiliano Lucchesi
  • Miroslav Šilhav
  • Nicola Zani
Part of the Lecture Notes in Applied and Computational Mechanics book series (LNACM, volume 61)

Abstract

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.

Keywords

Equilibrium Problem Symmetric Opening Equilibrate Stress Singular Stress Implicit Relation 
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References

  1. 1.
    Lucchesi, M., Šilhavý, M., Zani, N.: A new class of equilibrated stress fields for no-tension bodies. J. Mech. Mater. Struct. 1, 503–539 (2006)CrossRefGoogle Scholar
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    Lucchesi, M., Šilhavý, M., Zani, N.: A note on equilibrated stress fields for no-tension bodies under gravity. Q. Appl. Math. 64, 605–624 (2007)Google Scholar
  3. 3.
    Lucchesi, M., Šilhavý, M., Zani, N.: Equilibrated divergence measure stress tensor fields for heavy masonry bodies. Eur. J. Mech. A-Solid 28, 223–232 (2009)zbMATHCrossRefGoogle Scholar
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    Polito, L.: Equivalenti lineari di equazioni non lineari alle derivate parziali e loro soluzione con dati iniziali. ADIA 2001-06, Dip. Ing. Aerospaziale, Università di Pisa, Italy (2001) (in Italian)Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2012

Authors and Affiliations

  • Massimiliano Lucchesi
    • 1
  • Miroslav Šilhav
    • 2
  • Nicola Zani
    • 1
  1. 1.Dipartimento di Costruzioni e RestauroUniversità di FirenzeFirenzeItaly
  2. 2.Mathematical InstituteAcademy of Sciences of the Czech RepublicPraha 1Czech Republic

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