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A note on equilibrated stress fields for no-tension bodies under gravity
Author(s):
M.
Lucchesi;
M.
Silhavy;
N.
Zani
Journal:
Quart. Appl. Math.
65
(2007),
605-624.
MSC (2000):
Primary 74G70;
Secondary 49Q15
Posted:
October 16, 2007
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Abstract:
We study the equilibrium problem for two-dimensional bodies made of a no-tension material under gravity, subjected to distributed or concentrated loads on their boundary. Admissible and equilibrated stress fields are interpreted as tensor-valued measures with distributional divergence represented by a vector-valued measure, as developed by the authors of the present paper. Such stress fields allow us to consider stress concentrations on surfaces and lines. Working in we calculate the weak divergence of a stress field that is asymptotically of the form for on a region that is asymptotically a cone with vertex . Such stress fields arise as parts of our solutions for two-dimensional panels. Proceeding to problems in dimension two, we first determine an admissible equilibrated solution for a half-plane under gravity that underlies two subsequent solutions for rectangular panels. For the latter we give solutions for three types of loads.
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Additional Information:
M.
Lucchesi
Affiliation:
Dipartimento di Costruzioni, Università di Firenze, Piazza Brunelleschi 6, 50121 Firenze, Italia
Email:
massimiliano.lucchesi@unifi.it
M.
Silhavy
Affiliation:
Dipartimento di Matematica, Università di Pisa, Largo Bruno Pontecorvo 5, 56127 Pisa, Italia
Address at time of publication:
Mathematical Institute of the AV CR, Zitná 25, 115 67 Prague 1, Czech Republic
Email:
silhavy@math.cas.cz
N.
Zani
Affiliation:
Dipartimento di Costruzioni, Università di Firenze, Piazza Brunelleschi 6, 50121 Firenze, Italia
Email:
nicola.zani@unifi.it
PII:
S0033-569X-07-01052-5
Keywords:
Masonry panels,
equilibrium,
divergence measures
Received by editor(s):
February 3, 2006
Posted:
October 16, 2007
Additional Notes:
The authors thank the referee for helpful comments on the previous version of the paper. The research of M. Silhavy was supported by a grant of MIUR ``Variational theory of microstructure, semiconvexity, and complex materials.'' The support is gratefully acknowledged.
Copyright of article:
Copyright
2007,
Brown University
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