Michele Godio

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Chargé de cours

michele.godio@epfl.ch +41 21 69 35745

Unité: SGC-ENS

EPFL ENAC IIC EESD
GC B2 484 (Bâtiment GC)
Station 18
CH-1015 Lausanne

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Données administratives

Compétences

Mechanics of masonry structures Seismic assessment of masonry structures Testing of masonry elements Homogenization of composite materials Classical and micropolar continuum theories • Plate theories • Limit analysis and plasticity theories • Finite and discrete element methods, modelling and development

ResearchGate|Google Scholar|Orcid|GitHub

Publications

Autres publications

Godio M. & Beyer K.
(2019) Under revision
Quantifying the out-of-plane response of unreinforced masonry walls subjected to relative support motion
Wilding B.V., Godio M. & Beyer K.
(2019) Under revision
The ratio of shear to elastic modulus of in-plane loaded masonry
Godio M., Vanin F., Zhang S. & Beyer K.
(2019) Engineering Structures, 192, 264-278
Quasi-static shear-compression tests of stone masonry walls with plaster: influence of load history and axial load ratio
Godio M. & Beyer K.
(2018) Earthquake Engineering & Structural Dynamics, 48(4), 454-475
Evaluation of force-based and displacement-based out-of-plane seismic assessment methods for unreinforced masonry walls through refined model simulations
Godio M., Stefanou I. & Sab K.
(2018) Meccanica, 53(7), 1629-1643
Effects of the dilatancy of joints and of the size of the building blocks on the mechanical behavior of masonry structures
Godio M. & Beyer K.
(2017) Journal of Structural Engineering (ASCE). Accepted for publication
Tri-linear model for the out-of-plane seismic assessment of vertically-spanning unreinforced masonry walls
Godio M. & Beyer K.
(2017) Earthquake Engineering & Structural Dynamics, 46(15), 2757-2776
Analytical model for the out-of-plane response of vertically-spanning unreinforced masonry walls
Godio M., Stefanou I., Sab K., Sulem J. & Sakji, S.
(2017) European Journal of Mechanics - A/Solids, 66, 168-192
A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: Application to masonry
Godio M., Stefanou I., Sab K. & Sulem J.
(2016) International Journal for Numerical Methods in Engineering, 108(5), 456-484
Multisurface plasticity for Cosserat materials: plate element implementation and validation
Godio M., Stefanou I., Sab K. & Sulem J.
(2015) International Journal for Numerical Methods in Engineering, 101(13), 992-1018
Dynamic finite element formulation for Cosserat elastic plates
Godio M., Stefanou I., Sab K., Sulem J. & Sakji, S.
(2014) Key Engineering Materials, 624, 131-138
Cosserat elastoplastic finite element for masonry structures

Recherche

Research topics

The focus of my research is on:

Mechanics of masonry structures
Seismic assessment of masonry structures
Testing of masonry elements
Homogenization of composite materials
Classical and micropolar continuum theories
Plate theories
Limit analysis and plasticity theories
Finite and discrete element methods, modelling and development

Follow my research: ResearchGate|Google Scholar|Orcid

Experimental activity

I have actively participated in the following experimental campaigns:



  • SEP. 2018 - JUN. 2019: Shear-compression tests on stone masonry walls of typology A with plaster, performed by A. Rezaie, M. Godio & K. Beyer at the Earthquake Engineering and Structural Dynamics laboratory, Ecole Polytechnique Fédérale, Lausanne

  • APR. 2017 - DEC. 2017: Shear-compression tests on stone masonry walls of typology E with plaster, performed by M. Godio, F. Vanin, S. Zhang & K. Beyer at the Earthquake Engineering and Structural Dynamics laboratory, Ecole Polytechnique Fédérale, Lausanne
    Paper|Dataset (under prepapration)

Current work

Currently I am working on the following topics:

• Development of analytical and numerical tools for the seismic assessment of the out-of-plane response of unreinforced masonry walls
• Experimental work on in-plane stone masonry walls
• Refined model simulation on stone masonry under shear-compression

If you are interested in one of these topics, feel free to contact me