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Antonio Bossio
Antonio Bossio
Department of Chemical Engineering, Materials and Industrial Production and Department of Structures
Email verificata su unina.it
Titolo
Citata da
Citata da
Anno
Modeling of concrete cracking due to corrosion process of reinforcement bars
A Bossio, T Monetta, F Bellucci, GP Lignola, A Prota
Cement and Concrete Research 71, 78-92, 2015
982015
Nondestructive assessment of corrosion of reinforcing bars through surface concrete cracks
A Bossio, GP Lignola, F Fabbrocino, T Monetta, A Prota, F Bellucci, ...
Structural Concrete 18 (1), 104-117, 2017
672017
Corrosion effects on seismic capacity of reinforced concrete structures
A Bossio, F Fabbrocino, T Monetta, GP Lignola, A Prota, G Manfredi, ...
Corrosion Reviews 37 (1), 45-56, 2019
532019
Simplified model for strengthening design of beam–column internal joints in reinforced concrete frames
A Bossio, F Fabbrocino, GP Lignola, A Prota, G Manfredi
Polymers 7 (9), 1732-1754, 2015
532015
The effect of annealing on the corrosion behaviour of 444 Stainless Steel for drinking water applications
C Bitondo, A Bossio, T Monetta, M Curioni, F Bellucci
Corrosion Science 87, 6-10, 2014
312014
Effects of Corrosion on Reinforced Concrete Structures
A Bossio, F Fabbrocino, GP Lignola, T Monetta, F Bellucci, G Manfredi, ...
World Heritage and Degradation, 2016
30*2016
Ultimate flexural capacity of reinforced concrete elements damaged by corrosion
A Bossio, S Imperatore, M Kioumarsi
Buildings 9 (7), 160, 2019
262019
Indirect measure of corrosion level based on crack opening
A Bossio, M Montuori, F Bellucci, GP Lignola, A Prota, E Cosenza, ...
Journal of Heritage Conservation, 2013
172013
Indirect measure of corrosion level based on crack opening
A Bossio, M Montuori, F Bellucci, GP Lignola, A Prota, E Cosenza, ...
8th International Conference on Structural Analysis of Historical …, 2012
172012
Environmental degradation of reinforced concrete structures
A Bossio, F Bellucci
Corrosion Reviews 37 (1), 1-2, 2019
162019
Design oriented model for the assessment of T-shaped beam-column joints in reinforced concrete frames
A Bossio, F Fabbrocino, GP Lignola, A Prota, G Manfredi
Buildings 7 (4), 118, 2017
152017
Evaluation of seismic behavior of corroded reinforced concrete structures
A Bossio, G Lignola, F Fabbrocino, A Prota, G Manfredi
FABBRICA DELLA CONOSCENZA, 1265-1272, 2017
102017
Diagnostic reliability in the assessment of degradation in precast concrete elements
A Bossio, G Faella, G Frunzio, M Guadagnuolo, R Serpieri
Infrastructures 6 (11), 164, 2021
92021
Structural modelling and monitoring of corrosion
A Bossio, M Montuori, F Bellucci, GP Lignola, A Prota, E Cosenza, ...
First International Conference on Concrete Sustainaility, 551-558, 2013
92013
Analytical modeling of reinforcement corrosion effects on RC members degradation
A Bossio, M Montuori, F Bellucci, GP Lignola, A Prota, E Cosenza, ...
The new boundaries of structural concrete. 2nd Workshop, 205-213, 2011
62011
Green Technology for Surface Treatments of Aluminium Foil for Flexible Packaging
C Sinagra, F Bravaccino, C Bitondo, A Bossio, T Monetta, DB Mitton, ...
INALCO2016, 2016
42016
Corrosione e diagnostica delle strutture in calcestruzzo armato Criteri di intervento e ripristino conservativo
A Bossio, M Montuori, F Bellucci, G Lignola, A Prota, G Manfredi, ...
UTET Wolters Kluwer Italia, 2014
42014
Non invasive assessement of corrosion level in historical RC constructions
A Bossio, GP Lignola, A Prota, F Bellucci, E Cosenza, G Manfredi
2nd International conference on protection of Historical constructions, 559-565, 2014
32014
Influence of the type of reinforcement on load bearing capacity of corroded reinforced concrete structures
A Bossio, GP Lignola, T Monetta, A Prota, F Bellucci, E Cosenza, ...
European Corrosion Congress, Pisa, 8-12 September 2014, 2014
32014
Transverse stress on corroded steel reinforcement bars in concrete
A Bossio, M Montuori, F Bellucci, GP Lignola, A Prota, E Cosenza, ...
4th International Symposium Bond in Concrete, Vol. 1 pp. 461-469, 2012
32012
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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