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Christian Carloni

Associate Professor, Civil and Environmental Engineering
Office: 235 Bingham
Email: christian.carloni@case.edu

Publications

Santandrea, M., Imohamed, I., & Carloni, C. (2020). Width Effect in FRP-Concrete Debonding Mechanism: A New Formula. Journal of Composites for Construction, 24 (4).
Santandrea, M., Focacci, F., Mazzotti, C., Ubertini, F., & Carloni, C. (2020). Determination of the interfacial cohesive material law for SRG composites bonded to a masonry substrate. Engineering Failure Analysis, 111 ().
Focacci, F., Carloni, C., & De Stefano, M. (2019). Approximate Evaluation of Maximum Force Transferable at FRP-Masonry Interface. Journal of Composites for Construction, 23 (6).
Sneed, L., Baietti, G., Fraioli, G., & Carloni, C. (2019). Compressive Behavior of Brick Masonry Columns Confined with Steel-Reinforced Grout Jackets. Journal of Composites for Construction, 23 (5).
Carloni, C., Santandrea, M., & Baietti, G. (2019). Influence of the width of the specimen on the fracture response of concrete notched beams. Engineering Fracture Mechanics, 216 ().
Carloni, C., Cusatis, G., Salviato, M., Le, J., Hoover, C., & Bažant, Z. (2019). Critical comparison of the boundary effect model with cohesive crack model and size effect law. Engineering Fracture Mechanics, 215 (), 193-210.
Franzoni, E., Santandrea, M., Gentilini, C., Fregni, A., & Carloni, C. (2019). The role of mortar matrix in the bond behavior and salt crystallization resistance of FRCM applied to masonry. Construction and Building Materials, 209 (), 592-605.
Zou, X., Sneed, L., D’Antino, T., & Carloni, C. (2019). Analytical Bond-Slip Model for Fiber-Reinforced Cementitious Matrix-Concrete Joints Based on Strain Measurements. Journal of Materials in Civil Engineering, 31 (11), 04019247.
D\"onmez, Abdullah, Carloni, C., Cusatis, G., & Ba\vzant, Zden\vek P (2019). On Critiques of Energy-Based Size Effect Law for Beam Shear and Punching. , ().
D'Altri, A., Carloni, C., De Miranda, S., & Castellazzi, G. (2018). Numerical modeling of FRP strips bonded to a masonry substrate. Composite Structures, 200 (), 420-433.
Bencardino, F., Carloni, C., Condello, A., Focacci, F., Napoli, A., & Realfonzo, R. (2018). Flexural behaviour of RC members strengthened with FRCM: State-of-the-art and predictive formulas. Composites Part B: Engineering, 148 (), 132-148.
Franzoni, E., Gentilini, C., Santandrea, M., & Carloni, C. (2018). Effects of rising damp and salt crystallization cycles in FRCM-masonry interfacial debonding: Towards an accelerated laboratory test method. Construction and Building Materials, 175 (), 225-238.
D'Antino, T., Colombi, P., Carloni, C., & Sneed, L. (2018). Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints. Composite Structures, 193 (), 103-112.
Carloni, C., D'Antino, T., Sneed, L., & Pellegrino, C. (2018). Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach. Journal of Composites for Construction, 22 (1).
Carloni, C., Santandrea, M., & Baietti, G. (2018). Influence of the width of the specimen on the fracture response of concrete notched beams. Engineering Fracture Mechanics, ().
Wan-Wendner, R., Carloni, C., Le, J., & Cusatis, G. (2018). Fracture \& Deterioration: Interaction between Fracturing, Scaling, Aging, and Deterioration Phenomena in Concrete Structures. Engineering Fracture Mechanics, 202 ().
Petracca, M., Camata, G., Carloni, C., Napoli, A., Realfonzo, R., & Casadei, P. (2018). Numerical Analysis of RC Beams Strengthened with SRG. Special Publication, 324 (), 6--1.
D’Altri, Antonio Maria, Carloni, C., De Miranda, S., & Castellazzi, G. (2018). Numerical modeling of FRP strips bonded to a masonry substrate. Composite Structures, 200 (), 420--433.
De Felice, G., De Santis, S., Realfonzo, R., Napoli, A., Ascione, F., Stievanin, E., ... Others (2018). State of the Art of Steel Reinforced Grout Applications to Strengthen Masonry Structures. Special Publication, 326 (), 102--1.
Carloni, C., Ascione, F., Camata, G., De Felice, G., De Santis, S., Lamberti, M., ... Others (2018). An Overview of the Design Approach to Strengthen Existing Reinforced Concrete Structures with SRG. Special Publication, 326 (), 101--1.
Sneed, L., Carloni, C., Fraioli, G., & Baietti, G. (2018). Confinement of Brick Masonry Columns with SRG Jackets. Special Publication, 324 (), 5--1.
Carloni, C., Santandrea, M., Imohamed, I., & Sneed, L. (2018). Confinement of Concrete Columns with SRG. Special Publication, 324 (), 8--1.
Franzoni, E., Gentilini, C., Santandrea, M., & Carloni, C. (2018). Effects of rising damp and salt crystallization cycles in FRCM-masonry interfacial debonding: Towards an accelerated laboratory test method. Construction and Building Materials, 175 (), 225--238.
D'Antino, T., Colombi, P., Carloni, C., & Sneed, L. (2018). Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints. Composite Structures, 193 (), 103--112.
Bencardino, F., Carloni, C., Condello, A., Focacci, F., Napoli, A., & Realfonzo, R. (2018). Flexural behaviour of RC members strengthened with FRCM: State-of-the-art and predictive formulas. Composites Part B: Engineering, 148 (), 132--148.
Wan-Wendner, R., Carloni, C., Le, J., & Cusatis, G. (2018). Fracture \& Deterioration: Interaction between Fracturing, Scaling, Aging, and Deterioration Phenomena in Concrete Structures. Engineering Fracture Mechanics, 202 ().
Carloni, C., Santandrea, M., & Imohamed, I. (2017). Determination of the interfacial properties of SRP strips bonded to concrete and comparison between single-lap and notched beam tests. Engineering Fracture Mechanics, 186 (), 80-104.
Sneed, L., Ravazdezh, F., Santandrea, M., Imohamed, I., & Carloni, C. (2017). A study of the compressive behavior of concrete columns confined with SRP jackets using digital image analysis. Composite Structures, 179 (), 195-207.
Carabba, L., Santandrea, M., Carloni, C., Manzi, S., & Bignozzi, M. (2017). Steel fiber reinforced geopolymer matrix (S-FRGM) composites applied to reinforced concrete structures for strengthening applications: A preliminary study. Composites Part B: Engineering, 128 (), 83-90.
Focacci, F., D'Antino, T., Carloni, C., Sneed, L., & Pellegrino, C. (2017). An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints. Materials and Design, 128 (), 206-217.
Franzoni, E., Gentilini, C., Santandrea, M., Zanotto, S., & Carloni, C. (2017). Durability of steel FRCM-masonry joints: effect of water and salt crystallization. Materials and Structures/Materiaux et Constructions, 50 (4).
Alabdulhady, M., Sneed, L., & Carloni, C. (2017). Torsional behavior of RC beams strengthened with PBO-FRCM composite – An experimental study. Engineering Structures, 136 (), 393-405.
Malena, M., Focacci, F., Carloni, C., & De Felice, G. (2017). The effect of the shape of the cohesive material law on the stress transfer at the FRP-masonry interface. Composites Part B: Engineering, 110 (), 368-380.
Sneed, L., Ravazdezh, F., Santandrea, M., Imohamed, I., & Carloni, C. (2017). A study of the compressive behavior of concrete columns confined with SRP jackets using digital image analysis. Composite Structures, 179 (), 195--207.
Focacci, F., D'Antino, T., Carloni, C., Sneed, L., & Pellegrino, C. (2017). An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints. Materials \& Design, 128 (), 206--217.
Carloni, C., Santandrea, M., & Wendner, R. (2017). An investigation on the “width and size effect” in the evaluation of the fracture energy of concrete. Procedia Structural Integrity, 3 (), 450--458.
Carloni, C., Santandrea, M., & Imohamed, I. (2017). Determination of the interfacial properties of SRP strips bonded to concrete and comparison between single-lap and notched beam tests. Engineering Fracture Mechanics, 186 (), 80--104.
Franzoni, E., Gentilini, C., Santandrea, M., Zanotto, S., & Carloni, C. (2017). Durability of steel FRCM-masonry joints: effect of water and salt crystallization. Materials and Structures, 50 (4), 201.
Carloni, C., Verre, S., Sneed, L., & Ombres, L. (2017). Loading rate effect on the debonding phenomenon in fiber reinforced cementitious matrix-concrete joints. Composites Part B: Engineering, 108 (), 301--314.
Carabba, L., Santandrea, M., Carloni, C., Manzi, S., & Bignozzi, M. (2017). Steel fiber reinforced geopolymer matrix (S-FRGM) composites applied to reinforced concrete structures for strengthening applications: A preliminary study. Composites Part B: Engineering, 128 (), 83--90.
Malena, M., Focacci, F., Carloni, C., & De Felice, G. (2017). The effect of the shape of the cohesive material law on the stress transfer at the FRP-masonry interface. Composites Part B: Engineering, 110 (), 368--380.
Carloni, C., D’Antino, Tommaso, Sneed, L., & Pellegrino, C. (2017). Three-dimensional numerical modeling of single-lap direct shear tests of FRCM-concrete joints using a cohesive damaged contact approach. Journal of Composites for Construction, 22 (1), 04017048.
Alabdulhady, M., Sneed, L., & Carloni, C. (2017). Torsional behavior of RC beams strengthened with PBO-FRCM composite--an experimental study. Engineering Structures, 136 (), 393--405.
Carloni, C., Verre, S., Sneed, L., & Ombres, L. (2017). Loading rate effect on the debonding phenomenon in fiber reinforced cementitious matrix-concrete joints. Composites Part B: Engineering, 108 (), 301-314.
Sneed, L., Verre, S., Carloni, C., & Ombres, L. (2016). Flexural behavior of RC beams strengthened with steel-FRCM composite. Engineering Structures, 127 (), 686-699.
D'Antino, T., Sneed, L., Carloni, C., & Pellegrino, C. (2016). Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints. Composite Structures, 142 (), 117-129.
Carloni, C., & Focacci, F. (2016). FRP-masonry interfacial debonding: An energy balance approach to determine the influence of the mortar joints. European Journal of Mechanics-A/Solids, 55 (), 122--133.
Carloni, C., & Focacci, F. (2016). FRP-masonry interfacial debonding: An energy balance approach to determine the influence of the mortar joints. European Journal of Mechanics, A/Solids, 55 (), 122-133.
D’Antino, Tommaso, Sneed, L., Carloni, C., & Pellegrino, C. (2016). Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints. Composite Structures, 142 (), 117--129.
Sneed, L., Verre, S., Carloni, C., & Ombres, L. (2016). Flexural behavior of RC beams strengthened with steel-FRCM composite. Engineering Structures, 127 (), 686--699.
D'Antino, T., Sneed, L., Carloni, C., & Pellegrino, C. (2015). Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints. Construction and Building Materials, 101 (), 838-850.
D'Antino, T., Carloni, C., Sneed, L., & Pellegrino, C. (2015). Fatigue and post-fatigue behavior of PBO FRCM-concrete joints. International Journal of Fatigue, 81 (), 91-104.
Sneed, L., D'Antino, T., Carloni, C., & Pellegrino, C. (2015). A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests. Cement and Concrete Composites, 64 (), 37-48.
Focacci, F., & Carloni, C. (2015). Periodic variation of the transferable load at the FRP-masonry interface. Composite Structures, 129 (), 90-100.
Sneed, L., D'Antino, T., Carloni, C., & Pellegrino, C. (2015). A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests. Cement and Concrete Composites, 64 (), 37--48.
Carloni, C., D'Antino, T., Sneed, L., & Pellegrino, C. (2015). An investigation of PBO FRCM-concrete joint behavior using a three-dimensional numerical approach. Civil-Comp Press, ().
Carloni, C., Casacci, S., De Miranda, S., Di Tommaso, A., Gentilini, C., & Ubertini, F. (2015). Debonding between FRP and underlying masonry: first results of a 3D finite element model. Key Eng Mater, 624 (), 437--443.
D’Antino, Tommaso, Carloni, C., Sneed, L., & Pellegrino, C. (2015). Fatigue and post-fatigue behavior of PBO FRCM-concrete joints. International Journal of Fatigue, 81 (), 91--104.
D’Antino, Tommaso, Sneed, L., Carloni, C., & Pellegrino, C. (2015). Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints. Construction and building Materials, 101 (), 838--850.
Carloni, C., D'Antino, T., Sneed, L., & Pellegrino, C. (2015). Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate. Journal of Engineering Mechanics, 141 (6).
Carloni, C., D’Antino, T, Sneed, L., & Pellegrino, C. (2015). Paper 113 An Investigation of PBO FRCM-Concrete Joint Behavior using a Three-Dimensional Numerical Approach. , ().
Focacci, F., & Carloni, C. (2015). Periodic variation of the transferable load at the FRP-masonry interface. Composite Structures, 129 (), 90--100.
Sneed, L., D'Antino, T., & Carloni, C. (2014). Investigation of bond behavior of polyparaphenylene benzobisoxazole fiber-reinforced cementitious matrix composite-concrete interface. ACI Materials Journal, 111 (5), 569-580.
D'Antino, T., Carloni, C., Sneed, L., & Pellegrino, C. (2014). Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach. Engineering Fracture Mechanics, 117 (), 94-111.
Sneed, L., D’Antino, Tommaso, & Carloni, C. (2014). Investigation of bond behavior of PBO fiber-reinforced cementitious matrix composite-concrete interface. ACI Mater J, 111 (5), 569--580.
D’Antino, Tommaso, Carloni, C., Sneed, L., & Pellegrino, C. (2014). Matrix--fiber bond behavior in PBO FRCM composites: A fracture mechanics approach. Engineering Fracture Mechanics, 117 (), 94--111.
Carloni, C., D’Antino, Tommaso, Sneed, L., & Pellegrino, C. (2014). Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate. Journal of Engineering Mechanics, 141 (6), 04014165.
Carloni, C., D'Antino, T., Sneed, L., & Pellegrino, C. (2013). A Study of the Debonding of FRCM Composites from Concrete. American Society of Civil Engineers (ASCE), ().
D'Antino, T., Sneed, L., Carloni, C., & Pellegrino, C. (2013). Bond behavior of the FRCM-concrete interface. Institute for Sustainable an Innovation in Structural Engineering, ().
D'Antino, T., Carloni, C., Sneed, L., & Pellegrino, C. (2013). Fiber-Matrix Interaction in PBO FRCM Composites. Italian National Association of Earthquake Engineering, ().
Carloni, C., & Subramaniam, K. (2013). Investigation of sub-critical fatigue crack growth in FRP/concrete cohesive interface using digital image analysis. Composites Part B: Engineering, 51 (), 35--43.
Carloni, C., Subramaniam, K., Savoia, M., & Mazzotti, C. (2012). Experimental determination of FRP--concrete cohesive interface properties under fatigue loading. Composite Structures, 94 (4), 1288--1296.
Carloni, C., & Subramaniam, K. (2012). FRP-masonry debonding: numerical and experimental study of the role of mortar joints. Journal of composites for construction, 16 (5), 581--589.
Carloni, C., & Others (2012). SP-286: A Fracture Approach for FRP-Concrete Structures. Special Publication, 286 ().
Carloni, C., & Subramaniam, K. (2012). Application of fracture mechanics to debonding of FRP from RC members. Aci Sp, 286 (10), 1--20.
Subramaniam, K., Carloni, C., & Nobile, L. (2011). An understanding of the width effect in FRP--concrete debonding. Strain, 47 (2), 127--137.
Carloni, C., & Subramaniam, K. (2010). Direct determination of cohesive stress transfer during debonding of FRP from concrete. Composite Structures, 93 (1), 184--192.
Carloni, C., & Subramaniam, K. (2009). Investigation of the interface fracture during debonding between FRP and masonry. Advances in Structural Engineering, 12 (5), 731--743.
Subramaniam, K., Carloni, C., & Nobile, L. (2007). Width effect in the interface fracture during shear debonding of FRP sheets from concrete. Engineering Fracture Mechanics, 74 (4), 578--594.
Nobile, L., & Carloni, C. (2006). Buckling analysis of eccentrically loaded cracked columns. Structural Durability and Health Monitoring (SDHM), 2 (2), 83--90.
Nobile, L., & Carloni, C. (2005). Fracture analysis for orthotropic cracked plates. Composite Structures, 68 (3), 285--293.
Carloni, C., & Nobile, L. (2005). Maximum circumferential stress criterion applied to orthotropic materials. Fatigue \& Fracture of Engineering Materials \& Structures, 28 (9), 825--833.
Carloni, C., PIVA, A., & VIOLA, E. (2004). Biaxial load effect on crack initiation for orthotropic materials. Meccanica, 39 (4), 331--344.
Nobile, L., & Carloni, C. (2004). Crack growth in an orthotropic medium. Journal of the Chinese Institute of Engineers, 27 (6), 899--905.
Barbieri, A., Carloni, C., & Di Tommaso, A. (2004). MASONRY ORTHOTROPIC VAULTS IN HISTORICAL CONSTRUCTION: THE HERRING-BONE PATTERN TECHNOLOGY. , ().
Nobile, L., Carloni, C., & Nobile, M. (2004). Strain energy density prediction of crack initiation and direction in cracked T-beams and pipes. Theoretical and Applied fracture mechanics, 41 (1-3), 137--145.
Carloni, C., PIVA, A., & VIOLA, E. (2003). An alternative complex variable formulation for an inclined crack in an orthotropic medium. Engineering fracture mechanics, 70 (15), 2033--2058.
Carloni, C., & Nobile, L. (2002). Crack initiation behaviour of orthotropic solids as predicted by the strain energy density theory. Theoretical and applied fracture mechanics, 38 (2), 109--119.
D’Altri, Antonio Maria, Carloni, C., Castellazzi, G., & De Miranda, S. (). . , ().
Carloni, C., Ali-Ahmad, M., Nobile, L., & Subramaniam, S. (). . , ().
Carloni, C., Santandrea, M., Imohamed, I., & Wendner, R. (). . , ().
Maragna, M., Gentilini, C., & Carloni, C. (). . , ().
Carloni, C., Santandrea, M., Ravazdezh, F., & Sneed, L. (). . , ().
Nobile, L., Gentilini, C., & Carloni, C. (). . , ().
Carloni, C., PIVA, A., VIOLA, E., & Others (). . , ().