Unilateral contact and damage analysis in masonry arches

M. Campo, G. A. Drosopoulos, G. E. Stavroulakis
Author affiliations

Authors

  • M. Campo Departamento de Matemática Aplicada, Facultade de Matemáticas, Universidade de Santiago de Compostela, ES-15782 Santiago de Compostela, Spain
  • G. A. Drosopoulos Institute of Computational Mechanics and Optimization, Department of Production Engineering and Management, Technical University of Crete, GR-73132, Chania, Greece
  • G. E. Stavroulakis Institute of Computational Mechanics and Optimization, Department of Production Engineering and Management, Technical University of Crete, GR-73132, Chania, Greece

DOI:

https://doi.org/10.15625/0866-7136/31/3-4/5647

Keywords:

masonry arch, limit analysis, unilateral contact, continuum damage models

Abstract

In the present work the ultimate failure load and the collapse mechanism of a stone arch bridge are estimated by the usage of (a) a multi - part elastic model with unilateral contact frictional interfaces and (b) a continuous damage model. According to the contact model, contact interfaces simulating potential cracks are considered and their opening or sliding indicates crack initiation. The second model deals with the material damage consisting in the development of internal micro cracks that affect the load bearing capacity of the material. Satisfactory comparison of the results is reported here.


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Published

01-12-2009

How to Cite

[1]
M. Campo, G. A. Drosopoulos and G. E. Stavroulakis, Unilateral contact and damage analysis in masonry arches, Vietnam J. Mech. 31 (2009) 185 –. DOI: https://doi.org/10.15625/0866-7136/31/3-4/5647.

Issue

Section

Research Article