A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches

DOI10.1016/j.euromechsol.2016.03.013zbMath1406.74403OpenAlexW2310560543MaRDI QIDQ1658240

Nicola Zani, Barbara Pintucchi

Publication date: 14 August 2018

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2016.03.013

zbMATH Keywords

compositesdamagedebondingdynamic analysismodelstrengtheningarchesmasonry

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30)

Related Items (5)

On the dynamics of viscous masonry beams ⋮ A numerical model for nonlinear dynamic analysis of slender masonry structures ⋮ A new numerical approach for determining optimal thrust curves of masonry arches ⋮ Bounded shear stress in masonry-like bodies ⋮ Masonry-like material with bounded shear stress

Uses Software

• MADY

Cites Work

• A numerical model for nonlinear dynamic analysis of slender masonry structures
• Effects of material and geometric nonlinearities on the collapse load of masonry arches
• On the thermodynamics of semi-systems with restrictions on the accessibility of states
• Masonry-like solids with bounded compressive strength
• Interfacial stresses in curved members bonded with a thin plate
• On the dynamics of viscous masonry beams
• Free-energy functions for elastic-plastic material elements
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