Imperial College London
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ProfessorBassamIzzuddin

Faculty of Engineering, Department of Civil and Environmental Engineering

Professor of Computational Structural Mechanics
 
 
 
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Contact

 

+44 (0)20 7594 5985b.izzuddin Website

 
 
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Assistant

 

Ms Ruth Bello +44 (0)20 7594 6040

 
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Location

 

330Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@article{Tubaldi:2018:10.1016/j.engstruct.2018.03.031,
author = {Tubaldi, E and Macorini, L and Izzuddin, BA},
doi = {10.1016/j.engstruct.2018.03.031},
journal = {Engineering Structures},
pages = {486--500},
title = {Three-dimensional mesoscale modelling of multi-span masonry arch bridges subjected to scour},
url = {http://dx.doi.org/10.1016/j.engstruct.2018.03.031},
volume = {165},
year = {2018}
}
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RIS format (EndNote, RefMan)

TY  - JOUR
AB  - Many masonry arch bridges cross waterways and are built on shallow foundations which are often submerged and exposed to the scouring action of the stream. The limited resistance of masonry arch bridges to foundation settlements makes them very vulnerable to scour and calls for the development of advanced tools for evaluating and improving the capacity against this flood-induced effect. This paper describes a novel three-dimensional modelling strategy for describing the behaviour of multi-span masonry arch bridges subjected to scour at the base of the pier shallow foundations. A mesoscale description is employed for representing the heterogeneous behaviour of masonry units, mortar joints and brick-mortar interfaces, whereas a domain partitioning approach allowing for parallel computation is used to achieve computational efficiency. The scouring process is described via a time-history analysis in which the elements representing the soil are progressively removed from the model according to a specific scour evolution. The proposed modelling approach is first employed to simulate available experimental tests on a dry masonry wall subjected to the settlement of the bearing system and on a reduced scale brick-masonry bridge specimen subjected to scour-induced pier settlements. Subsequently, a numerical example consisting of a multi-span arch bridge subjected to the scouring action is presented to illustrate the potential of the proposed modelling approach and its capabilities for evaluating the vulnerability and risk of masonry arch bridges under flood scenarios.
AU  - Tubaldi,E
AU  - Macorini,L
AU  - Izzuddin,BA
DO  - 10.1016/j.engstruct.2018.03.031
EP  - 500
PY  - 2018///
SN  - 0141-0296
SP  - 486
TI  - Three-dimensional mesoscale modelling of multi-span masonry arch bridges subjected to scour
T2  - Engineering Structures
UR  - http://dx.doi.org/10.1016/j.engstruct.2018.03.031
UR  - http://hdl.handle.net/10044/1/58394
VL  - 165
ER  -
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