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
Masonry arches; NURBS; Isogeometric analysis; Curved Timoshenko beam
Files in This Item:
File Size Format  
CMT_28_(1-2)_2016_139-156.pdf

Solo gestori archivio

Description: CMT_28_(1-2)_2016_139-156
Type: versione editoriale
Size 2.02 MB
Format Adobe PDF
2.02 MB Adobe PDF & nbsp; View / Open   Request a copy
CMAT_hdl_11584_59277.pdf

open access

Description: Versione Open Access
Type: versione pre-print
Size 5.04 MB
Format Adobe PDF
5.04 MB Adobe PDF View/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

Questionnaire and social

Share on:
Impostazioni cookie