Abstract
In the paper, structural analysis of masonry vaults is based on the fundamental assumption that the material cannot resist tensile stresses. For the vault to work as a No-Tension (NT) structure, it is recognized that a membrane surface completely included in the thickness of the vault exists [Heyman (1977) Equilibrium of shell structures. Oxford University Press, Oxford], designed in way to resist applied loads by purely compressive membrane forces. After reducing the problem to a plane-stress problem, the stress function Ψ(x,y) is introduced, like in the classical Pucher’s approach. Statically admissible solutions are proven to be ruled by the non-homogeneous Monge-Ampere equation. Anyway purely admissible stress fields often yield non-compatible and non-credible results with reference to fractures and strains. A path aimed at generating sets of solutions related to given load shapes is outlined, as a preliminary basis for solutions fully accomplishing not only equilibrium and admissibility, but also compatibility with strains and fractures. Further analytical developments, set up of operative procedures, validation by means of numerical campaign, investigation of special characters of approximations when dealing with particular load shapes, i.e. all topics related to operative features of the proposed approach are presented in the second part of the paper. Starting from the path outlined for identifying solution domains, a constrained optimization is set up to minimize a suitably defined square error function calculated between the assigned objective load function and the membrane surface expression, under the condition that the solution membrane function is contained in the vault profile. Some analytical management is needed in order to reduce the dependence of the problem on the number of parameters, and to partially simplify and expedite the subsequent numerical simulation. Thereafter, ad hoc calculus codes are built up for implementing the problem and performing the numerical investigation. Final validation of the approach is given by demonstrating, with some numerical applications, the effectiveness of the method even for load shapes difficult to be handled.
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Acknowledgments
The present research has been developed thanks to the financial support by the Dept. of “Protezione Civile” of the Italian Government, through the RELUIS Pool (Convention n. 823 signed 24/09/2009, Research Line n. AT2: 3), and to funds by MIUR (Italian Ministry for Education, University and Research) within a PRIN project.
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Appendices
Appendix 1
In this section the symbol “>” means that the argument is strictly larger than zero at least in a subdomain of X. Dependence on the variables (x, y) is implicit in the expressions of the functions.
Hypotheses
with
it follows (Thesis)
Proof
Since the Hessian operator of z i (x,y) equals p i (x,y) ≥ 0, one gets
If p i > 0 the relevant inequality holds strictly.
From Eq. A1.1
and
Considering that H zpi = p i ∀i = 1, …, M and exchanging the indices in the second term in the parentheses, one gets
From Eq. A1.4
whence
and finally, since the coefficients ρ i are non-negative
where the first inequality holds with the sign “>” if at least on of the p i ’s is strictly larger than zero.
In the particular case that all p i ’s are null
Appendix 2
The set \( {\tt{S}} \) is bounded.
In fact consider that the initial point c o has finite modulus, and it is in the interior of \( {\text{S}} \), so that a number β > 0 exists such that all points in a sphere with centre c o and radius Δc > β are feasible. In other words two positive ordinates k 1 and k 2 exist such that
with z o (x,y) = z(x,y|c o ).
Consider any direction t starting from c o and a feasible point c* ≠ c o on t in the neighbourhood of c o , with |c *−c o | ≥ β. It follows that
whence
and
Since \( {\tt{X}} \), the basis of the vault, is a closed and bounded (i.e. compact) set of \( {\tt{R}}^{2} \), and the function
is a continuous non-zero function on \( {\tt{X}} \), by the Weierstrass theorem a point \( \left( {x_{t}^{*} ,y_{t}^{*} } \right) \) of \( {\tt{X}} \) exists yielding a positive maximum value
Consider any other c ∈ t [c = c o + λ(c * − c o ), λ ≥ 0]
One concludes that on any direction t starting from c o
After considering the minimum \( \Updelta z_{\min }^{*} > 0 \) along all directions t, the feasible domain remains included in the sphere with center c o and radius Λ
which is a finite number.
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Baratta, A., Corbi, O. On the statics of No-Tension masonry-like vaults and shells: solution domains, operative treatment and numerical validation. Ann. Solid Struct. Mech. 2, 107–122 (2011). https://doi.org/10.1007/s12356-011-0022-8
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DOI: https://doi.org/10.1007/s12356-011-0022-8