| Nome |
# |
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Bond between FRP composites and concrete: Assessment of design procedures and analytical models, file e0c31c0d-a83f-4599-e053-1705fe0aef77
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180
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Long-term behavior of GFRP reinforcing bars, file e0c31c11-7ca5-4599-e053-1705fe0aef77
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174
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A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests, file e0c31c0d-ff06-4599-e053-1705fe0aef77
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161
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Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach, file e0c31c0d-3671-4599-e053-1705fe0aef77
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144
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Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate, file e0c31c0d-fd52-4599-e053-1705fe0aef77
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135
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Effect of the environment on the performance of GFRP reinforcing bars, file e0c31c10-fa90-4599-e053-1705fe0aef77
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120
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Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading, file e0c31c11-4504-4599-e053-1705fe0aef77
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115
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Low-and high-cycle fatigue behavior of FRCM composites, file e0c31c11-b5b2-4599-e053-1705fe0aef77
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97
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Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements, file e0c31c11-7a2d-4599-e053-1705fe0aef77
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92
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Mechanical characterization of textile reinforced inorganic-matrix composites, file e0c31c11-bb1f-4599-e053-1705fe0aef77
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90
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Fatigue and post-fatigue behavior of PBO FRCM-concrete joints, file e0c31c0d-fbc5-4599-e053-1705fe0aef77
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87
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Durability of fabric-reinforced cementitious matrix (FRCM) composites: A review, file e0c31c0f-9231-4599-e053-1705fe0aef77
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84
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Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach, file e0c31c0d-83f1-4599-e053-1705fe0aef77
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83
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Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement, file e0c31c11-1de3-4599-e053-1705fe0aef77
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78
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Fatigue Behavior of PBO FRCM Composite Applied to Concrete Substrate, file e0c31c0f-630b-4599-e053-1705fe0aef77
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77
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Influence of sustained stress on the durability of glass FRP reinforcing bars, file e0c31c10-eec4-4599-e053-1705fe0aef77
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68
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Lessons Learned on the Tensile and Bond Behavior of Fabric Reinforced Cementitious Matrix (FRCM) Composites, file e0c31c0f-950b-4599-e053-1705fe0aef77
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67
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Some key aspects in the mechanics of stress transfer between srg and masonry, file e0c31c10-7275-4599-e053-1705fe0aef77
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66
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Experimental procedures for the mechanical characterization of composite reinforced mortar (CRM) systems for retrofitting of masonry structures, file e0c31c0f-e985-4599-e053-1705fe0aef77
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61
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Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints, file e0c31c0e-489e-4599-e053-1705fe0aef77
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51
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A method to calculate the support length of beams resting on masonry walls, file e0c31c12-1b22-4599-e053-1705fe0aef77
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49
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Effect of wet-dry cycles on the bond behavior of fiber-reinforced inorganic-matrix systems bonded to masonry substrates, file e0c31c12-1313-4599-e053-1705fe0aef77
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48
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A proposal to improve the effectiveness of the deflection control method provided by eurocodes for concrete, timber, and composite slabs, file e0c31c11-ffc7-4599-e053-1705fe0aef77
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45
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Bending and shear behavior of historic walls strengthened with composite reinforced mortar, file 049365ea-3c1f-4771-b1f3-304357bb9ab5
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39
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Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints, file e0c31c11-6e85-4599-e053-1705fe0aef77
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39
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Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars, file 2c2ac0db-f8bb-40bd-909e-9a6d2491065a
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37
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Study of the Bond Capacity of FRCM- and SRG-Masonry Joints, file e0c31c11-b145-4599-e053-1705fe0aef77
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35
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Strengthening of different types of slabs with Composite-Reinforced Mortars (CRM), file fc431bf3-7608-419e-b13a-f60841e2e447
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19
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Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures, file b2fefd90-a17d-4d61-a572-be64744e0aa4
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18
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FATIGUE BEHAVIOR OF CFRP-CONCRETE JOINTS UNDER VARYING LOAD FREQUENCY, file 7cf674f6-0102-4ec3-a6b0-fb4adb7954bc
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17
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Long-Term Behavior of PBO FRCM and Comparison with Other Inorganic-Matrix Composites, file 1738c8b7-6d27-4575-ae60-4cfb9558b25b
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15
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Fracture Behavior and Digital Image Analysis of GFRP Reinforced Concrete Notched Beams, file 88658353-62b2-41ac-946d-8d91199f02b5
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13
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Shear strength contribution provided by inorganic-matrix composites fully wrapped around reinforced concrete beams, file 1331190a-ca56-454e-8987-a2ecd0e7a359
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10
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Effect of cyclic load on the tensile behavior of a PBO FRCM composite, file faa36fa8-3af9-44a4-ab37-94eac357b229
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10
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Analytical solution of the full-range behavior of adhesively bonded FRP-steel joints made with toughened adhesives, file 05384503-d161-42a4-bc7b-845baee525db
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7
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Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading, file e0c31c0c-98fc-4599-e053-1705fe0aef77
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6
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Mechanical characterization of textile reinforced inorganic-matrix composites, file e0c31c0b-a5f6-4599-e053-1705fe0aef77
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5
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Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints, file e0c31c0b-ffe0-4599-e053-1705fe0aef77
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5
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Influence of sustained stress on the durability of glass FRP reinforcing bars, file e0c31c0c-377a-4599-e053-1705fe0aef77
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5
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Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements, file e0c31c0b-66f2-4599-e053-1705fe0aef77
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4
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Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach, file e0c31c0b-9dae-4599-e053-1705fe0aef77
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4
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Effect of the environment on the performance of GFRP reinforcing bars, file e0c31c0b-a00b-4599-e053-1705fe0aef77
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4
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Long-term behavior of GFRP reinforcing bars, file e0c31c0d-a86b-4599-e053-1705fe0aef77
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4
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Determination of the Matrix-Fiber Cohesive Material Law of FRCM-Concrete Joints, file 699d2a97-5d91-4315-a118-c94f4661f8e8
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3
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Application of a Toughened Epoxy Adhesive for the Fatigue Strengthening of Steel Structures, file b2031d77-7734-4426-b82b-a3c379dec51f
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3
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Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement, file e0c31c0b-62e5-4599-e053-1705fe0aef77
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3
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Out-of-plane maximum resisting bending moment of masonry walls strengthened with FRCM composites, file e0c31c0c-5919-4599-e053-1705fe0aef77
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3
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Analytical assessment of the stress-transfer mechanism in FRCM composites, file e0c31c0d-4449-4599-e053-1705fe0aef77
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3
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Influence of hygrothermal ageing on the mechanical properties of CFRP-concrete joints and of their components, file e0c31c0f-4038-4599-e053-1705fe0aef77
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3
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Study of the influence of interface normal stresses on the bond behavior of FRCM composites using direct shear and modified beam tests, file e0c31c0f-c97c-4599-e053-1705fe0aef77
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3
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Externally Bonded CFRP Reinforcement of Steel Structures: Mechanical Characterization of a Toughened Epoxy Adhesive, file 50c6c611-65af-4950-8de8-c942dc3e5026
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2
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Tensile and compressive behavior of thermoset and thermoplastic GFRP bars, file 573a3a20-c82a-4a10-bfa3-ce1eff1baa77
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2
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Bond behaviour of basalt FRCM composites applied on RC elements, file e0c31c0b-55a8-4599-e053-1705fe0aef77
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2
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Internal and external transversal reinforcement interaction in RC beams strengthened in shear with externally bonded composites, file e0c31c0b-55a9-4599-e053-1705fe0aef77
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2
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An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints, file e0c31c0b-5fc8-4599-e053-1705fe0aef77
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2
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Fatigue and post-fatigue behavior of PBO FRCM-concrete joints, file e0c31c0b-8594-4599-e053-1705fe0aef77
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2
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Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach, file e0c31c0b-859a-4599-e053-1705fe0aef77
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2
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Behavior of RC beams strengthened in shear with FRP and FRCM composites, file e0c31c0b-8b21-4599-e053-1705fe0aef77
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2
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Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints, file e0c31c0b-b0b1-4599-e053-1705fe0aef77
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2
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Bond between FRP composites and concrete: Assessment of design procedures and analytical models, file e0c31c0b-b287-4599-e053-1705fe0aef77
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2
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Three-dimensional finite element modeling of inorganic-matrix composite materials using a mesoscale approach, file e0c31c0b-b8e4-4599-e053-1705fe0aef77
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2
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Intermediate debonding on cracked steel beams reinforced with CFRP plates under fatigue, file e0c31c0b-bd6f-4599-e053-1705fe0aef77
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2
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Comparison between different tensile test set-ups for the mechanical characterization of inorganic-matrix composites, file e0c31c0b-e837-4599-e053-1705fe0aef77
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2
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New Italian guidelines for design of externally bonded Fabric-Reinforced Cementitious Matrix (FRCM) systems for repair and strengthening of masonry and concrete structures, file e0c31c0d-1897-4599-e053-1705fe0aef77
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2
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Advances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks, file e0c31c0f-6f67-4599-e053-1705fe0aef77
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2
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Full-range behavior of fiber reinforced cementitious matrix (FRCM)-concrete joints using a trilinear bond-slip relationship, file e0c31c0f-991f-4599-e053-1705fe0aef77
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2
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The role of the fiber–matrix interfacial properties on the tensile behavior of FRCM coupons, file e0c31c0f-e9f4-4599-e053-1705fe0aef77
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2
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Modeling the behavior of externally bonded reinforcement using a rigid-trilinear cohesive material law, file e0c31c12-dd6d-4599-e053-1705fe0aef77
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2
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EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE BOND BEHAVIOR OF CFRP-TO-STEEL JOINTS UNDER FATIGUE LOADING, file 593dc5cd-c323-49a2-9451-9a683b337fbf
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1
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Tensile behavior of a glass FRCM composite with textile lap splice exposed to freeze-thaw cycles, file 74e929e0-40ac-44a9-a6ea-94f3404ff1f6
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1
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Use of bending test to determine the tensile strength and elastic modulus of GFRP bars, file a1411418-4ca9-4baa-94c8-4d9dee7a6189
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1
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A new predictive model for FRCM-confined columns: A reflection on the composite behavior at peak stress, file b84acd20-47fd-4374-93bc-2ec22f35c2a3
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1
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Role of the matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate, file e0c31c0b-8596-4599-e053-1705fe0aef77
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1
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Bond behaviour and sustainability of Fibre reinforced cementitious matrix composites applied to masonry elements, file e0c31c0b-9be0-4599-e053-1705fe0aef77
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1
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A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests, file e0c31c0b-b0af-4599-e053-1705fe0aef77
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1
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Durability of textile reinforced mortar (TRM) systems, file e0c31c0c-cf57-4599-e053-1705fe0aef77
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1
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Numerical analysis of PBO FRCM-concrete joints, file e0c31c0c-e744-4599-e053-1705fe0aef77
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1
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Durability of glass FRP reinforcing bars: A state of the art, file e0c31c0e-47a8-4599-e053-1705fe0aef77
|
1
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Characterization of Fabric Reinforced Cementitious Matrix (FRCM) Composites for Structural Retrofitting, file e0c31c0e-69fd-4599-e053-1705fe0aef77
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1
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A bending test set-up for the investigation of the bond properties of FRCM strengthenings applied to masonry substrates, file e0c31c0e-b806-4599-e053-1705fe0aef77
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1
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Shear Strength Model for RC Beams with U-Wrapped FRCM Composites, file e0c31c0e-b9e7-4599-e053-1705fe0aef77
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1
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Study of the bond behavior of frcm-masonry joints using a modified beam test, file e0c31c0f-704e-4599-e053-1705fe0aef77
|
1
|
|
Relationship between the effective strain of PBO FRCM-strengthened RC beams and the debonding strain of direct shear tests, file e0c31c0f-9f77-4599-e053-1705fe0aef77
|
1
|
|
General Analytical Model for the Bond Capacity of NSM FRP-Concrete Joints, file e0c31c0f-c956-4599-e053-1705fe0aef77
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1
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Review on the bond behavior and durability of FRP bars to concrete, file e0c31c10-ce59-4599-e053-1705fe0aef77
|
1
|
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Experimental and analytical investigation of PBO FRCM-concrete bond behavior using direct and indirect shear test set-ups, file e0c31c11-5151-4599-e053-1705fe0aef77
|
1
|
|
Masonry columns confined with fabric reinforced cementitious matrix (FRCM) systems: A round robin test, file e0c31c11-87fa-4599-e053-1705fe0aef77
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1
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Investigation of the bond behavior of the fiber reinforced composite-concrete interface using the finite difference method (FDM), file e0c31c11-b60e-4599-e053-1705fe0aef77
|
1
|
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Characterization and Design of Multilayer PBO FRCM Composite Reinforcements for Concrete Structures, file e0c31c11-c61a-4599-e053-1705fe0aef77
|
1
|
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Influence of different set-up parameters on the bond behavior of FRCM composites, file e0c31c12-1315-4599-e053-1705fe0aef77
|
1
|
| Totale |
2.547 |