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A generic non-linear bond-slip model for CFRP composites bonded to concrete substrate using EBR and EBROG techniques
Heydari Mofrad, M., Mostofinejad, D., & Hosseini, A. (2019). A generic non-linear bond-slip model for CFRP composites bonded to concrete substrate using EBR and EBROG techniques. Composite Structures, 220, 31-44. https://doi.org/10.1016/j.compstruct.2019.03.063
A comparative study between Fe-SMA and CFRP reinforcements for prestressed strengthening of metallic structures
Hosseini, A., Michels, J., Izadi, M., & Ghafoori, E. (2019). A comparative study between Fe-SMA and CFRP reinforcements for prestressed strengthening of metallic structures. Construction and Building Materials, 226, 976-992. https://doi.org/10.1016/j.conbuildmat.2019.07.169
FRP-to-concrete debonding - global and local bond behaviour
Breveglieri, M., Hosseini, A., & Czaderski, C. (2018). FRP-to-concrete debonding - global and local bond behaviour. In Proceedings of the ninth international conference on fibre-reinforced polymer (FRP) composites in civil engineering (CICE 2018) (pp. 353-360).
Investigating the effects of concrete compressive strength, CFRP thickness and groove depth on CFRP-concrete bond strength of EBROG joints
Mostofinejad, D., Heydari Mofrad, M., Hosseini, A., & Heydari Mofrad, H. (2018). Investigating the effects of concrete compressive strength, CFRP thickness and groove depth on CFRP-concrete bond strength of EBROG joints. Construction and Building Materials, 189, 323-337. https://doi.org/10.1016/j.conbuildmat.2018.08.203
Determination of midspan deflection by means of crack opening in steel fiber-reinforced cementitious composite (SFRCC) beams
Şanal, İ., & Hosseini, A. (2018). Determination of midspan deflection by means of crack opening in steel fiber-reinforced cementitious composite (SFRCC) beams. Mechanics of Advanced Materials and Structures, 26(19), 1636-1643. https://doi.org/10.1080/15376494.2018.1444230
Recent developments of strengthening techniques for metallic structures
Ghafoori, E., Dawood, M., & Hosseini, A. (2017). Recent developments of strengthening techniques for metallic structures. In SMAR proceedings. Proceedings of SMAR 2017, fourth conference on smart monitoring, assessment and rehabilitation of civil structures (p. 342 (8 pp.).
Bond behavior of CFRP sheets attached to concrete through EBR and EBROG joints subject to mixed-mode I/II loading
Ghorbani, M., Mostofinejad, D., & Hosseini, A. (2017). Bond behavior of CFRP sheets attached to concrete through EBR and EBROG joints subject to mixed-mode I/II loading. Journal of Composites for Construction, 21(5), 04017034 (13 pp.). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000816
Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading
Ghorbani, M., Mostofinejad, D., & Hosseini, A. (2017). Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading. Construction and Building Materials, 132, 303-312. https://doi.org/10.1016/j.conbuildmat.2016.11.057
An alternative to conventional measurement techniques for evaluating crack propagations and crack width openings
Şanal, İ., Hosseini, A., & Özyurt, N. (2016). An alternative to conventional measurement techniques for evaluating crack propagations and crack width openings (p. (8 pp.). Presented at the 12th International congress on advances in civil engineering. .
Characterization of hardened state behavior of self compacting fiber-reinforced cementitious composites (SC-FRCC's) with different beam sizes and fiber types
Şanal, İ., Özyurt, N., & Hosseini, A. (2016). Characterization of hardened state behavior of self compacting fiber-reinforced cementitious composites (SC-FRCC's) with different beam sizes and fiber types. Composites Part B: Engineering, 105, 30-45. https://doi.org/10.1016/j.compositesb.2016.06.075
Monitoring fresh state behavior of fiber reinforced cementitious composites (FRCCs) : a non-destructive, non-intrusive and full field image based technique
Şanal, İ., Özyurt, N., & Hosseini, A. (2016). Monitoring fresh state behavior of fiber reinforced cementitious composites (FRCCs) : a non-destructive, non-intrusive and full field image based technique (p. (8 pp.). Presented at the 12th International congress on advances in civil engineering. .