On The Modeling Of The Reinforcement Rings In
Masonry Buildings: An Example
Author(s)
G. Pasquinelli
Abstract
Repair operations on many masonry buildings require the insertion into the
structure of metallic reinforcement parts, such as rods or plates.
The ability to appropriately model the contact interaction between masonry
and reinforcement is very important in numerical simulations.
Such interaction can be taken into account by the introduction of mutual
constraints, or tying relations, among the displacements of nodes facing each other
at the interface.
In this paper, after a brief outline of the numerical technique, the case of an
old chimney with a reinforcement ring in analysed and the results presented.
1 Introduction
Very often fractures or zones of reduced load-bearing capacity develop inside
many masonry buildings due to various reasons, such as poor maintenance,
foundation
Keywords
Related Book
Other papers in this volume
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