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Pubblicazioni scelte (ultimi 5 anni)

2015

  • D. Addessi, A. Mastrandrea, E. Sacco (2015). A force-based equivalent frame element for push-over analysis of masonry structures. Key Engineering Materials Vol. 624 (2015) pp 405-412 Trans Tech Publications, Switzerland, doi:10.4028/www.scientific.net/KEM.624.405.
  • E. Grande, M. Imbimbo, E. Sacco (2015). The role of the adhesive on the bond behavior of SRPs applied on masonry supports: experimental and numerical study. Key Engineering Materials Vol. 624 (2015) pp 652-659, Trans Tech Publications, Switzerland, doi:10.4028/www.scientific.net/KEM.624.652.
  • F. Freddi, E. Sacco (2015). Mortar joints influence in debonding of masonry element strengthened with FRP. Key Engineering Materials Vol. 624 (2015) pp 197-204, Trans Tech Publications, Switzerland, doi:10.4028/www.scientific.net/KEM.624.197.
  • R. Serpieri, E. Sacco, G. Alfano (2015). A thermodynamically consistent derivation of a frictional-damage cohesive-zone model with different mode I and mode II fracture energies. European Journal of Mechanics A/Solids 49, 13-25, 2015 (http://dx.doi.org/10.1016/j.euromechsol.2014.06.006).
  • R. Rizzoni, S. Marfia (in stampa 2015). A thermodynamical formulation for the constitutive modeling of a shape memory alloy with two martensite phases. MECCANICA, p. 1-24, ISSN: 0025-6455, doi: 10.1007/s11012-014-0078-8.
  • E. Grande, M. Imbimbo, E. Sacco (2015) Investigation on the bond behavior of clay bricks reinforced with SRP and SRG strengthening systems, Materials and Structures/Materiaux et Constructions, Springer, Volume 48,issue 11, pp 3755-3770, 2015.
  • E. Grande, M. Imbimbo (in stampa 2015) A multi-stage approach for damage detection in structural systems based on flexibility, Mechanical Systems and Signal Processing, Elsevier, doi: 10.1016/j.ymssp.2016.01.025.

2014

  • P. Bisegna, F. Caselli, S. Marfia, E. Sacco (2014). A new SMA shell element based on the corotational formulation. Computational Mechanics, vol. 54, p. 1315-1329, ISSN: 0178-7675.
  • - D. Addessi, S. Marfia, E. Sacco, J. Toti (2014). Modeling Approaches for Masonry Structures. The Open Civil Engineering Journal, vol. 8, p. 288-300, ISSN: 1874-1495.
  • - S. Malagisi, S. Marfia, E. Sacco, J. Toti (2014). Modeling of smart concrete beams with shape memory alloy actuators. Engineering Structures, vol. 75, p. 63-72, ISSN: 0141-0296
  • - V. Sepe, S. Marfia, F. Auricchio (2014). Response of porous SMA: a micromechanical study. Frattura E Integrità Strutturale, vol. 29, p. 85-95, ISSN: 1971-8993.
  • - A. Fortini, M. Merlin, R. Rizzoni, S. Marfia (2014). TWSME of a NiTi strip in free bending conditions: experimental and theoretical approach. Frattura E Integrità Strutturale, vol. 29, p. 74-84, ISSN: 1971-8993.
  • F. Ceroni, G. de Felice, E. Grande, M. Malena, C. Mazzotti, F. Murgo, E. Sacco, M.R. Valluzzi (2014). Analytical and numerical modeling of composite-to-brick bond. Materials and Structures RILEM 47, 1987-2003, 2014 (DOI: 10.1617/s11527-014-0382-8).
  • F. Freddi, E. Sacco (2014). An interface damage model accounting for in-plane effects. International Journal of Solids and Structures 51, 4230 - 4244, 2014 (DOI 10.1016/j.ijsolstr.2014.08.010).
  • P. Bisegna, F. Caselli, S. Marfia, E. Sacco (2014). A new SMA shell element based on the corotational formulation. Computational Mechanics 54, 1315–1329, 2014 (DOI 10.1007/s00466-014-1061-x).
  • R. Rizzoni, S. Dumont, F. Lebon, E. Sacco (2104). Higher order model for soft and hard elastic interfaces. International Journal of Solids and Structures 51, 4137-4148, 2014 (DOI 10.1016/j.ijsolstr.2014.08.005).
  • F. Auricchio, G. Balduzzi, M.J. Khoshgoftar, G. Rahimi, E. Sacco (2014). Enhanced modeling approach for multilayer anisotropic plates based on dimension reduction method and Hellinger–Reissner principle, Composite Structures 118, 622-633, 2014 (http://dx.doi.org/10.1016/j.compstruct.2014.08.015).
  • D. Addessi, S. Marfia, E. Sacco, J. Toti (2014). Modeling Approaches for Masonry Structures. The Open Civil Engineering Journal 8, 288-300, 2014 (DOI: 10.2174/1874149501408010288).
  • R. Serpieri, L. Varricchio, E. Sacco, G. Alfano (2014). Bond-slip analysis via a cohesive-zone model simulating damage, friction and interlocking. Frattura ed Integrità Strutturale (Focussed on: Computational Mechanics and Mechanics of Materials in Italy), 29, 284-292; 2014 (DOI: 10.3221/IGF-ESIS.29.24).
  • J. Toti, V. Gattulli, E. Sacco (2014). Damage propagation in a masonry arch subjected to slow cyclic and dynamic loadings. Frattura ed Integrità Strutturale (Focussed on: Computational Mechanics and Mechanics of Materials in Italy), 29, 166-177; 2014 (DOI: 10.3221/IGF-ESIS.29.15).
  • S. Malagisi, S. Marfia, E. Sacco, J. Toti (2014). Modeling of smart concrete beams with shape memory alloy actuators. Engineering Structures (http://dx.doi.org/10.1016/j.engstruct.2014.05.035) 75, 63–72, 2014.
  • D. Addessi, E. Sacco (2104). An equilibrated macro-element for nonlinear analysis of masonry structures. Engineering Structures 70: 82–93, 2014 (http://dx.doi.org/10.1016/j.engstruct.2014.03.034).
  • D. Addessi, E. Sacco (2014). A kinematic enriched plane state formulation for the analysis of masonry panels. European Journal of Mechanics A/Solids 44: 188-200, 2014 (http://dx.doi.org/10.1016/j.euromechsol.2013.10.013).
  • D’Ambrisi A., Focacci F., Luciano R. Experimental investigation on flexural behavior of timber beams repaired with CFRP plates. Composite Structures, (http://dx.doi.org/10.1016/j.compstruct.2013.10.005) 108: 720-8, 2014.
  • Caporale A., Parisi F., Asprone D., Luciano R., Prota A. (2014) Critical surfaces for adobe masonry: Micromechanical approach. Composites Part B: Engineering, (http://dx.doi.org/10.1016/j.compositesb.2013.08.087) 56: 790-6, 2014.
  • Caporale A., Parisi F., Asprone D., Luciano R., Prota A. (2014). Micromechanical analysis of adobe masonry as two-component composite: Influence of bond and loading schemes. Composite Structures, (http://dx.doi.org/10.1016/j.compstruct.2014.02.020) 112: 254-63, 2014.
  • Caporale A., Feo L., Hui D., Luciano R. (2014) Debonding of FRP in multi-span masonry arch structures via limit analysis. Composite Structures, (http://dx.doi.org/10.1016/j.compstruct.2013.10.006) 108: 856-65, 2014.
  • E. Grande, M. Imbimbo (2014). A data fusion based approach for damage detection in linear systems. Frattura e integrità strutturale, vol. 29, p. 325-333, ISSN: 1971-8993, doi: 10.3221/IGF-ESIS.29.28.
  • E. Grande, M. Imbimbo (2014). A multi-stage data-fusion procedure for damage detection of linear systems based on modal strain energy. Journal Of Civil Structural Health Monitoring, vol. 4, p. 107-118, ISSN: 2190-5452, doi: 10.1007/s13349-013-0070-3.
  • E. Grande, M. Imbimbo, E. Sacco (2014). Investigation on the bond behavior of clay bricks reinforced with SRP and SRG strengthening systems. Materials and Structures, vol. 2014, p. 1-18, ISSN: 1871-6873
  • E. Grande, M. Imbimbo, R. B. Testa (2014). The New York Times Building: The Role of Selected Features. Journal of Architectural Engineering, vol. 20, p. 1-50, ISSN: 1076-0431, doi: 10.1061/(ASCE)AE.1943-5568.0000133.

2013

  • Addessi D., De Bellis M.L., Sacco E. (2013). Micromechanical analysis of heterogeneous materials subjected to overall Cosserat strains. Mechanics Research Communications, (http://dx.doi.org/10.1016/j.mechrescom.2013.09.007) 54: 27–34, 2013.
  • Sepe V., Marfia S., Sacco E. (2013). A nonuniform TFA homogenization technique based on piecewise interpolation functions of the inelastic field. International Journal of Solids and Structures (http://dx.doi.org/10.1016/j.ijsolstr.2012.11.005) 50: 725–742, 2013.
  • Toti J., Marfia S., Sacco E. (2013). Coupled body-interface nonlocal damage model for FRP detachment. Comput. Methods Appl. Mech. Engrg. (http://dx.doi.org/10.1016/j.cma.2013.03.010) 260, 1–23, 2013.
  • Grande E., Imbimbo M., Rasulo A., Sacco E. (2013). A Frame Element Model for the Nonlinear Analysis of FRP-Strengthened Masonry Panels Subjected to In-Plane Loads. Advances in Materials Science and Engineering 2013, Hindawi Publishing Corporation Article ID 754162, 12 pages; http://dx.doi.org/10.1155/2013/754162.
  • Grande E., Imbimbo M., Sacco E. (2013). Finite Element Analysis of Masonry Panels Strengthened with FRPs Composites: Part B. DOI: 10.1016/j.compositesb.2012.09.002, 45: 1296–1309, 2013.
  • E. Grande, M. Imbimbo, E. Sacco (2013). Modeling and numerical analysis of the bond behavior of masonry elements strengthened with SRP/SRG. Composites Part B (2013), Vol.55 pp.128-138.
  • E. Grande, M. Imbimbo, A. Rasulo (2013). Experimental Response of RC Beams Strengthened in Shear by FRP Sheets. The Open Civil Engineering Journal, 2013, 7, 126-134.
  • E. Grande, A. Rasulo (2013). Seismic Assessment of Concentric X-Braced Steel Frames Engineering Structures. Volume 49: pag.983-995.
  • E. Grande, A. Romano. 2013. Experimental investigation and numerical analysis of tuff-brick listed masonry panels. Materials and Structures - RILEM. Volume 46, Issue 1, Page 63-75.
  • Cricrı̀ G., Luciano R. (2013). Homogenised properties of composite materials in large deformations. Composite Structures, (http://dx.doi.org/10.1016/j.compstruct.2013.03.015) 103: 9-17, 2013.
  • Caporale A., Luciano R., Penna R. (2013). Fourier series expansion in non-orthogonal coordinate system for the homogenization of linear viscoelastic periodic composites. Composites Part B: Engineering, (http://dx.doi.org/10.1016/j.compositesb.2013.05.001) 54: 241-5, 2013.
  • Caporale A., Feo L., Luciano R., Penna R. (2013). Numerical collapse load of multi-span masonry arch structures with FRP reinforcement. Composites Part B: Engineering, (http://dx.doi.org/10.1016/j.compositesb.2013.04.042) 54: 71-84, 2013.

2012

  • Valluzzi M. R., Oliveira D. V., Caratelli A., Castori G., Corradi M., de Felice G., Garbin E., Garcia D., Garmendia L., Grande E., Ianniruberto U., Kwiecień A., Leone M., Lignola G. P., Lourenço P. B., Malena M., Micelli F., Panizza M., Papanicolaou C. G., Prota A., Sacco E., Triantafillou T. C., Viskovic A., Zając B., Zuccarino G. (2012). Round Robin Test For Composite-To-Brick Shear Bond Characterization. Materials and Structures - RILEM. DOI: 10.1617/s11527-012-9883-5, 45: 1761-1791, 2012.
  • Sacco E., Lebon F. (2012). A damage–friction interface model derived from micromechanical approach. International Journal of Solids and Structures, doi: http://dx.doi.org/10.1016/j.ijsolstr.2012.07.028, 49: 3666–3680, 2012.
  • Addessi D., Sacco E. (2012). A multi-scale enriched model for the analysis of masonry panels. International Journal of Solids and Structures, doi:10.1016/j.ijsolstr.2011.12.004, 49:865–880, 2012.
  • Artioli E., Marfia S., Sacco E., Taylor R.L. (2012). A nonlinear plate finite element formulation for shape memory alloy applications International Journal for Numerical Methods in Engineering, DOI: 10.1002/nme.3285, 89 (10): 1249–1271, 2012.
  • Marfia S., Sacco E. (2012). Multiscale damage contact-friction model for periodic masonry walls. Computer Methods in Applied Mechanics and Engineering 205–208: 189-203. 2012.
  • Marfia S., Sacco E., Toti J. (2012). A coupled interface-body nonlocal damage model for FRP strengthening detachment. Computational Mechanics, 50:335–351, DOI 10.1007/s00466-011-0592-7, 2012.
  • Grande E., Imbimbo M. (2012). A data-driven approach for damage detection. An application to the IASC-ASCE benchmark. Journal of Civil Structural Health Monitoring. Volume 2, Number 2, Pages 73-85.
  • De Angelis M., Imbimbo M. (2012). A procedure to identify the physical and modal paramaters of a classical damped system under seismic ground motion. Advances of Acoustics and Vibration, Vol. 2012, Hindawi Publishing Corporation, 2012.
  • Cavalieri F., Imbimbo M., Betti R. (2012). An application of damage detection methods to a real world structure subjected to ground motion excitation. Journal of Civil Engineering and Architecture, vol. 6, p. 280-299, ISSN: 1934-7359.
  • Caporale A., Luciano R. (2012). Limit analysis of masonry arches with finite compressive strength and externally bonded reinforcement. Composites Part B: Engineering, (http://dx.doi.org/10.1016/j.compositesb.2012.04.015) 43: 3131-45, 2012.
  • Caporale A., Feo L., Luciano R. (2012). Limit analysis of FRP strengthened masonry arches via nonlinear and linear programming. Composites Part B: Engineering, (http://dx.doi.org/10.1016/j.compositesb.2011.05.019) 43: 439-46, 2012.

2011

  • Marfia S., Sacco E. (2011), Multiscale damage contact-friction model for periodic masonry walls. In print on Computer Methods in Applied Mechanics and Engineering, 2011.
  • Grande E., Imbimbo M., Sacco E., (2011). Bond Behavior of Historical Clay Bricks Strengthened with Steel Reinforced Polymers (SRP). Materials 2011, 4(3).
  • Grande E., Imbimbo M., Sacco E. (2011). Bond behaviour of CFRP Laminates on Clay Bricks: Experimental and theoretical studies. Composite Part B: Engineering, Vol. 42, Issue 2, 2011.
  • Grande E., Imbimbo M., Sacco E. (2011). Simple model for bond behaviour of masonry elements strengthened with FRP. ASCE Journal of Composite for Constructions, Vol. 15, Issue 3, 2011.
  • Grande E., Imbimbo M., Sacco E. (2011). A beam finite element modeling for the nonlinear analysis of masonry structures strengthened with FRP. Journal of Architectural Heritage. Vol 5, Issue 6, 2011.
  • Greco F., Luciano R. (2011). A theoretical and numerical stability analysis for composite micro-structures by using homogenization theory. Composites Part B: Engineering, (http://dx.doi.org/10.1016/j.compositesb.2010.12.006) 42: 382-401, 2011.
[Ultima modifica: martedì 29 maggio 2018]