Isogeometric analysis: a powerful numerical tool for the elastic analysis of historical masonry arches

CAZZANI, ANTONIO MARIA;
2016-01-01

Abstract

We illustrate a numerical tool for analyzing plane arches such as those frequently used in historical masonry heritage. It is based on a refined elastic mechanical model derived from the isogeometric approach. In particular, geometry and displacements are modeled by means of non-uniform rational B-splines. After a brief introduction, outlining the basic assumptions of this approach and the corresponding modeling choices, several numerical applications to arches, which are typical of masonry structures, show the performance of this novel technique. These are discussed in detail to emphasize the advantage and potential developments of isogeometric analysis in the field of structural analysis of historical masonry buildings with complex geometries.
2016
2014
Inglese
28
1-2
139
156
18
http://link.springer.com/article/10.1007/s00161-014-0409-y
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84953372437&partnerID=40&md5=f1ffecae4fefdd1cada3bbda95519605
Esperti anonimi
internazionale
scientifica
Masonry arches; NURBS; Isogeometric analysis; Curved Timoshenko beam
Continuum Mechanics and Thermodynamics, First Online: 28 December 2014
no
Cazzani, ANTONIO MARIA; Malagù, M; Turco, E.
1.1 Articolo in rivista
info:eu-repo/semantics/article
1 Contributo su Rivista::1.1 Articolo in rivista
262
3
partially_open
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