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).
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., DAntino, Tommaso, C., 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.
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.
DAntino, 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.
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.
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.
DAntino, 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).An investigation of PBO FRCM-concrete joint behavior using a three-dimensional numerical approach.Civil-Comp Press.
Carloni, C., DAntino, T, C., Sneed, L., & Pellegrino, C.(2015).Paper 113 An Investigation of PBO FRCM-Concrete Joint Behavior using a Three-Dimensional Numerical Approach..
DAntino, 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.
Carloni, C., DAntino, Tommaso, C., 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.
DAntino, 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.
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., 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.
