245 results on '"D'Antino, Tommaso"'
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2. Fatigue and post-fatigue behavior of FRCM-concrete specimens under direct shear and bending conditions
3. Influence of severe thermal preconditioning on the bond between carbon FRCM and masonry substrate: Effect of textile pre-impregnation
4. Analytical solution of the full-range behavior of adhesively bonded FRP-steel joints made with toughened adhesives
5. Use of bending test to determine the tensile strength and elastic modulus of GFRP bars
6. Tensile and interlaminar shear behavior of thermoset and thermoplastic GFRP bars exposed to alkaline environment
7. Tensile and compressive behavior of thermoset and thermoplastic GFRP bars
8. A Discussion of Differences Between Single-Lap Tests and Full-Scale Beam Tests in Terms of FRCM-Concrete Debonding
9. Estimation of the Shear Strength of RC Members with Externally Bonded, Fully-Wrapped FRCM Composites
10. Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments
11. Numerical Study of the Effective Lap-Splice Length of FRCM Composites
12. A Cohesive Contact Algorithm to Describe the Multi-axial Bond Behavior of FRCM Composites
13. A Comparative Study of Bond Test Methods for Externally Bonded FRCM and SRG Composites
14. Tensile Tests of FRCM Coupons: The Influence of the Fiber-Matrix Bond Properties
15. Adhesively Bonded FRP Composites for Strengthening of RC Structures: Recent Advances
16. Analytical study of the bond behavior of fiber reinforced cementitious matrix (FRCM)-substrate joints based on a two-stage nonlinear cohesive material law
17. Experimental and numerical analysis of CFRP-concrete joint bond behavior after exposure to wet-dry cycles
18. Simplified Procedure to Determine the Cohesive Material Law of Fiber-Reinforced Cementitious Matrix (FRCM)–Substrate Joints
19. Effect of bonded length on the load response and failure mode of pull-out tests of GFRP bars embedded in concrete
20. Fatigue tensile testing of glass fiber-reinforced polymer reinforcing bars
21. Modeling the behavior of externally bonded reinforcement using a rigid-trilinear cohesive material law
22. A new predictive model for FRCM-confined columns: A reflection on the composite behavior at peak stress
23. Influence of different set-up parameters on the bond behavior of FRCM composites
24. Effect of Adhesive Ductility on the Bond Behavior of Cfrp-Steel Joints: Experimental and Analytical Study
25. Strengthening of Different Types of Slabs with Composite-Reinforced Mortars (CRM)
26. Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures
27. Analytical Modelling of the Tensile Response of PBO-FRCM Composites
28. Study of the Bond Behavior of FRCM-Masonry Joints Using a Modified Beam Test
29. Tensile Tests of FRCM Coupons: The Influence of the Fiber-Matrix Bond Properties
30. Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments
31. Adhesively Bonded FRP Composites for Strengthening of RC Structures: Recent Advances
32. A Cohesive Contact Algorithm to Describe the Multi-axial Bond Behavior of FRCM Composites
33. A Discussion of Differences Between Single-Lap Tests and Full-Scale Beam Tests in Terms of FRCM-Concrete Debonding
34. Numerical Study of the Effective Lap-Splice Length of FRCM Composites
35. Estimation of the Shear Strength of RC Members with Externally Bonded, Fully-Wrapped FRCM Composites
36. A Comparative Study of Bond Test Methods for Externally Bonded FRCM and SRG Composites
37. Experimental and analytical investigation of PBO FRCM-concrete bond behavior using direct and indirect shear test set-ups
38. The role of the fiber–matrix interfacial properties on the tensile behavior of FRCM coupons
39. Study of the influence of interface normal stresses on the bond behavior of FRCM composites using direct shear and modified beam tests
40. Relationship between the effective strain of PBO FRCM-strengthened RC beams and the debonding strain of direct shear tests
41. Full-range behavior of fiber reinforced cementitious matrix (FRCM)-concrete joints using a trilinear bond-slip relationship
42. Influence of hygrothermal ageing on the mechanical properties of CFRP-concrete joints and of their components
43. Analytical solution of the full-range behavior of adhesively bonded FRP-steel joints made with toughened adhesives
44. Long-term behavior of GFRP reinforcing bars
45. Performance of Different Types of FRCM Composites Applied to a Concrete Substrate
46. Analytical assessment of the stress-transfer mechanism in FRCM composites
47. Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading
48. Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures
49. Strengthening of Different Types of Slabs with Composite-Reinforced Mortars (CRM)
50. Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints
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