Structural assessment of corroded reinforced concrete beams: modeling guidelines D Coronelli, P Gambarova Journal of structural engineering 130 (8), 1214-1224, 2004 | 794 | 2004 |
Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete D Coronelli Structural Journal 99 (3), 267-276, 2002 | 228 | 2002 |
Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality G Angjeliu, D Coronelli, G Cardani Computers & Structures 238, 106282, 2020 | 197 | 2020 |
Effect of corrosion of reinforcement on the mechanical behaviour of highly corroded RC beams W Zhu, R François, D Coronelli, D Cleland Engineering Structures 56, 544-554, 2013 | 136 | 2013 |
Severely corroded RC with cover cracking D Coronelli, KZ Hanjari, K Lundgren Journal of Structural Engineering 139 (2), 221-232, 2013 | 113 | 2013 |
Bond capacity of severely corroded bars with corroded stirrups KZ Hanjari, D Coronelli, K Lundgren Magazine of concrete Research 63 (12), 953-968, 2011 | 109 | 2011 |
Engineering bond model for corroded reinforcement M Blomfors, K Zandi, K Lundgren, D Coronelli Engineering Structures 156, 394-410, 2018 | 95 | 2018 |
Steel–concrete bond deterioration due to corrosion: finite-element analysis for different confinement levels M Berra, A Castellani, D Coronelli, S Zanni, G Zhang Magazine of concrete research 55 (3), 237-247, 2003 | 95 | 2003 |
Corroded post-tensioned beams with bonded tendons and wire failure D Coronelli, A Castel, NA Vu, R François Engineering Structures 31 (8), 1687-1697, 2009 | 91 | 2009 |
Failure mode transitions of corroded deep beams exposed to marine environment for long period W Zhu, R François, D Cleland, D Coronelli Engineering Structures 96, 66-77, 2015 | 45 | 2015 |
A parametric model for ribbed masonry vaults G Angjeliu, G Cardani, D Coronelli Automation in Construction 105, 102785, 2019 | 44 | 2019 |
Three-dimensional modelling of structural effects of corroding steel reinforcement in concrete K Zandi Hanjari, K Lundgren, M Plos, D Coronelli Structure and Infrastructure Engineering 9 (7), 702-718, 2013 | 44 | 2013 |
The technical causes of the collapse of Annone overpass on SS. 36 M di Prisco, M Colombo, P Martinelli, D Coronelli IL CALCESTRUZZO STRUTTURALE OGGI: TEORIA IMPIEGHI MATERIALI TECNICHE, 1-16, 2018 | 43 | 2018 |
Grid Model for Flat-Slab Structures. D Coronelli ACI Structural journal 107 (6), 2010 | 32 | 2010 |
Beams with corroded reinforcement: Evaluation of the effects of cross-section losses and bond deterioration by finite element analysis A Castellani, D Coronelli Studi e ricerche-Politecnico di Milano. Scuola di specializzazione in …, 1999 | 31 | 1999 |
Structural response of corroded, unbonded posttensioned beams A Castel, D Coronelli, NA Vu, R François Journal of Structural Engineering 137 (7), 761-771, 2011 | 30 | 2011 |
Bond in reinforced concrete and corrosion of bars M Berra, A Castellani, D Coronelli PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON STRUCTURAL FAULTS AND …, 1997 | 30 | 1997 |
Modeling of shear behavior in reinforced concrete beams D Coronelli, MG Mulas ACI Materials Journal 103 (3), 372, 2006 | 26 | 2006 |
Local–global approach in the seismic analysis of R/C frames including bond slip effects D Coronelli, MG Mulas Engineering Structures 23 (8), 911-925, 2001 | 26 | 2001 |
Bond of corroded bars in confined concrete: test results and mechanical modelling D CORONELLI Studi e ricerche-Politecnico di Milano. Scuola di specializzazione in …, 1997 | 24 | 1997 |