Two unilateral models, the first with contact interfaces and the second with continuous damage material (Fremond’s model), are applied on the nonlinear analysis and collapse of masonry arches. The results are compared with the predictions of the classical Heyman theory.
Key words: Unilateral analysis, Fremond damage model, masonry arches, limit analysis, collapse analysis, Heyman theory.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2007 Springer
About this paper
Cite this paper
Campo, M., Drosopoulos, G.A., Fernández, J.R., Stavroulakis, G.E. (2007). Unilateral Contact and Damage Analysis in Masonry Arches. In: Wriggers, P., Nackenhorst, U. (eds) IUTAM Symposium on Computational Methods in Contact Mechanics. IUTAM Bookseries, vol 3. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-6405-0_22
Download citation
DOI: https://doi.org/10.1007/978-1-4020-6405-0_22
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-6404-3
Online ISBN: 978-1-4020-6405-0
eBook Packages: EngineeringEngineering (R0)