Carlo Pellegrino
Carlo Pellegrino
Professor of Structural Analysis and Design, University of Padova, Italy
Verified email at - Homepage
Cited by
Cited by
Fiber reinforced polymer shear strengthening of reinforced concrete beams with transverse steel reinforcement
C Pellegrino, C Modena
Journal of Composites for Construction 6 (2), 104-111, 2002
Mechanical and durability characteristics of concrete containing EAF slag as aggregate
C Pellegrino, V Gaddo
Cement and Concrete Composites 31 (9), 663-671, 2009
Matrix–fiber bond behavior in PBO FRCM composites: A fracture mechanics approach
T D’Antino, C Carloni, LH Sneed, C Pellegrino
Engineering Fracture Mechanics 117, 94-111, 2014
Properties of concretes with black/oxidizing electric arc furnace slag aggregate
C Pellegrino, P Cavagnis, F Faleschini, K Brunelli
Cement and Concrete Composites 37, 232-240, 2013
Fiber-reinforced polymer shear strengthening of reinforced concrete beams: Experimental study and analytical modeling
C Pellegrino, C Modena
ACI structural journal 103 (5), 720, 2006
Performance assessment of basalt FRCM for retrofit applications on masonry
GP Lignola, C Caggegi, F Ceroni, S De Santis, P Krajewski, PB Lourenço, ...
Composites Part B: Engineering 128, 1-18, 2017
Analytical model for FRP confinement of concrete columns with and without internal steel reinforcement
C Pellegrino, C Modena
Journal of Composites for Construction 14 (6), 693-705, 2010
High performance concrete with electric arc furnace slag as aggregate: Mechanical and durability properties
F Faleschini, MA Fernández-Ruíz, MA Zanini, K Brunelli, C Pellegrino, ...
Construction and Building Materials 101, 113-121, 2015
Experimental study on bond behavior between concrete and FRP reinforcement
C Pellegrino, D Tinazzi, C Modena
Journal of Composites for Construction 12 (2), 180-189, 2008
Behavior of RC beams strengthened in shear with FRP and FRCM composites
JH Gonzalez-Libreros, LH Sneed, T D'Antino, C Pellegrino
Engineering Structures 150, 830-842, 2017
A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests
LH Sneed, T D'Antino, C Carloni, C Pellegrino
Cement and Concrete Composites 64, 37-48, 2015
Dynamic stability of elastic structures: a finite element approach
L Briseghella, CE Majorana, C Pellegrino
Computers & structures 69 (1), 11-25, 1998
Failure analysis of masonry arch bridges subject to local pier scour
P Zampieri, MA Zanini, F Faleschini, L Hofer, C Pellegrino
Engineering Failure Analysis 79, 371-384, 2017
Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate
C Carloni, T D’Antino, LH Sneed, C Pellegrino
Journal of Engineering Mechanics 141 (6), 04014165, 2015
Assessment of design procedures for the use of externally bonded FRP composites in shear strengthening of reinforced concrete beams
C Pellegrino, M Vasic
Composites Part B: Engineering 45 (1), 727-741, 2013
Sustainable management and supply of natural and recycled aggregates in a medium-size integrated plant
F Faleschini, MA Zanini, C Pellegrino, S Pasinato
Waste management 49, 146-155, 2016
An experimentally based analytical model for the shear capacity of FRP-strengthened reinforced concrete beams
C Pellegrino, C Modena
Mechanics of composite materials 44, 231-244, 2008
Rheology of fresh concretes with recycled aggregates
F Faleschini, C Jiménez, M Barra, D Aponte, E Vázquez, C Pellegrino
Construction and Building Materials 73, 407-416, 2014
Recycled concrete containing EAF slag: environmental assessment through LCA
F Faleschini, P De Marzi, C Pellegrino
European Journal of Environmental and Civil Engineering 18 (9), 1009-1024, 2014
High-cycle fatigue behavior of riveted connections for railway metal bridges
A Pipinato, C Pellegrino, OS Bursi, C Modena
Journal of Constructional Steel Research 65 (12), 2167-2175, 2009
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