Antonio Caggiano
Titolo
Citata da
Citata da
Anno
Physical properties and mechanical behaviour of concrete made with recycled aggregates and fly ash
C Lima, A Caggiano, C Faella, E Martinelli, M Pepe, R Realfonzo
Construction and Building Materials 47, 547-559, 2013
1382013
Experimental characterization of the post-cracking response in hybrid steel/polypropylene fiber-reinforced concrete
A Caggiano, S Gambarelli, E Martinelli, N Nistic˛, M Pepe
Construction and Building Materials 125, 1035-1043, 2016
952016
An experimental study on the post-cracking behaviour of Hybrid Industrial/Recycled Steel Fibre-Reinforced Concrete
E Martinelli, A Caggiano, H Xargay
Construction and Building Materials 94, 290-298, 2015
852015
On the mechanical response of hybrid fiber reinforced concrete with recycled and industrial steel fibers
A Caggiano, P Folino, C Lima, E Martinelli, M Pepe
Construction and Building Materials 147, 286-295, 2017
742017
Fracture behavior of concrete beams reinforced with mixed long/short steel fibers
A Caggiano, M Cremona, C Faella, C Lima, E Martinelli
Construction and Building Materials 37, 832-840, 2012
712012
Zero-thickness interface model formulation for failure behavior of fiber-reinforced cementitious composites
A Caggiano, G Etse, E Martinelli
Computers & Structures 98, 23-32, 2012
702012
A fully-analytical approach for modelling the response of FRP plates bonded to a brittle substrate
A Caggiano, E Martinelli, C Faella
International journal of solids and structures 49 (17), 2291-2300, 2012
692012
Experimental and numerical characterization of the bond behavior of steel fibers recovered from waste tires embedded in cementitious matrices
A Caggiano, H Xargay, P Folino, E Martinelli
Cement and Concrete Composites 62, 146-155, 2015
612015
A numerical recipe for modelling hydration and heat flow in hardening concrete
E Martinelli, EAB Koenders, A Caggiano
Cement and Concrete Composites 40, 48-58, 2013
612013
Multiscale failure analysis of fiber reinforced concrete based on a discrete crack model
G Etse, A Caggiano, S Vrech
International journal of fracture 178 (1-2), 131-146, 2012
572012
A unified theoretical model for the monotonic and cyclic response of FRP strips glued to concrete
E Martinelli, A Caggiano
Polymers 6 (2), 370-381, 2014
452014
A unified formulation for simulating the bond behaviour of fibres in cementitious materials
A Caggiano, E Martinelli
Materials & Design 42, 204-213, 2012
442012
Coupled thermo–mechanical interface model for concrete failure analysis under high temperature
A Caggiano, G Etse
Computer Methods in Applied Mechanics and Engineering 289, 498-516, 2015
332015
Virtual elements and zero thickness interface-based approach for fracture analysis of heterogeneous materials
MF Benedetto, A Caggiano, G Etse
Computer Methods in Applied Mechanics and Engineering 338, 41-67, 2018
322018
Acoustic emission behavior of thermally damaged self-compacting high strength fiber reinforced concrete
H Xargay, P Folino, N Nu˝ez, M Gˇmez, A Caggiano, E Martinelli
Construction and Building Materials 187, 519-530, 2018
222018
A fracture-based interface model for simulating the bond behaviour of FRP strips glued to a brittle substrate
A Caggiano, E Martinelli
Composite Structures 99, 397-403, 2013
212013
Thermal energy storage characterization of cement-based systems containing microencapsulated-PCMs
C Mankel, A Caggiano, N Ukrainczyk, E Koenders
Construction and Building Materials 199, 307-320, 2019
192019
Thermal energy storage characterization of cementitious composites made with recycled brick aggregates containing PCM
C Mankel, A Caggiano, E Koenders
Energy and Buildings 202, 109395, 2019
152019
Reviewing theoretical and numerical models for PCM-embedded cementitious composites
A Caggiano, C Mankel, E Koenders
Buildings 9 (1), 3, 2019
152019
A thermo-mechanical interface model for simulating the bond behaviour of FRP strips glued to concrete substrates exposed to elevated temperature
A Caggiano, DS Schicchi
Engineering Structures 83, 243-251, 2015
152015
Il sistema al momento non pu˛ eseguire l'operazione. Riprova pi¨ tardi.
Articoli 1–20