Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction

Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction

Departing from pioneering Heyman modern rational investigations on the purely-rotational collapse mode of least-thickness circular masonry arches, the hypothesis that joint friction shall be high enough to prevent inter-block sliding is released. The influence of a reducing Coulomb friction coeffici...

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Bibliographic Details
Main Authors:	Giuseppe Cocchetti, Egidio Rizzi
Format:	Article
Language:	English
Published:	Gruppo Italiano Frattura 2020-01-01
Series:	Frattura ed Integrità Strutturale
Subjects:	circular masonry arches couplet-heyman problem reducing friction purely-rotational mode mixed sliding-rotational mode purely-sliding mode.
Online Access:	https://www.fracturae.com/index.php/fis/article/view/2554

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