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Experimental study on the fatigue behaviour of cracked steel beams repaired with CFRP plates, file e0c31c08-ee9d-4599-e053-1705fe0aef77
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569
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Fatigue crack growth in CFRP-strengthened steel plates, file e0c31c08-f112-4599-e053-1705fe0aef77
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363
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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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A cohesive interface crack model for the matrix-textile debonding in FRCM composites, file e0c31c11-b9c6-4599-e053-1705fe0aef77
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89
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Durability of fabric-reinforced cementitious matrix (FRCM) composites: A review, file e0c31c0f-9231-4599-e053-1705fe0aef77
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85
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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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Fatigue crack growth in steel beams strengthened by CFRP strips, file e0c31c11-b5ed-4599-e053-1705fe0aef77
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67
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Calibration of end-debonding strength model for FRP-reinforced masonry, file e0c31c0e-3adb-4599-e053-1705fe0aef77
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54
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Effect of initial damage level and patch configuration on the fatigue behaviour of reinforced steel plates, file e0c31c0e-19a3-4599-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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Fatigue crack growth in CFRP-strengthened steel plates, file e0c31c12-7531-4599-e053-1705fe0aef77
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46
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End debonding of CFRP wraps and strips for the strengthening of concrete structures, file e0c31c0d-aa58-4599-e053-1705fe0aef77
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44
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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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42
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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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36
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Energy-based analytical formulation for the prediction of end debonding in strengthened steel beams, file e0c31c11-1775-4599-e053-1705fe0aef77
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29
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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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16
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Mechanical and bond properties of FRP anchor spikes in concrete and masonry blocks, file e0c31c0b-969f-4599-e053-1705fe0aef77
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11
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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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11
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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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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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Fatigue Behavior of Cracked Steel Beams Reinforced by Using CFRP Materials, file e0c31c08-2281-4599-e053-1705fe0aef77
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4
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Energy-based analytical formulation for the prediction of end debonding in strengthened steel beams, file e0c31c0b-2b7e-4599-e053-1705fe0aef77
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4
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Interaction of interface delamination and plasticity in tensile steel members reinforced by CFRP plates, file e0c31c0b-d87c-4599-e053-1705fe0aef77
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4
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Irreversible cyclic cohesive zone model for prediction of mode I fatigue crack growth in CFRP-strengthened steel plates, file e0c31c10-6887-4599-e053-1705fe0aef77
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4
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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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Plastic design of Steel Elements Reinforced by CFRP Strips, file e0c31c07-f2dd-4599-e053-1705fe0aef77
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3
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Nonlinear finite element analysis of bone-cement interface condition in cemented total hip replacement, file e0c31c07-f34b-4599-e053-1705fe0aef77
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3
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Fatigue crack growth in steel beams strengthened by CFRP strips, file e0c31c09-c431-4599-e053-1705fe0aef77
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3
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Debonding strength of CFRP reinforced steel beams: analytical modelling and numerical analysis, file e0c31c0a-3d27-4599-e053-1705fe0aef77
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3
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Fatigue Behavior of Cracked Steel Beams Reinforced by Using CFRP Materials, file e0c31c0b-8a1f-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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Calibration of end-debonding strength model for FRP-reinforced masonry, file e0c31c07-be30-4599-e053-1705fe0aef77
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2
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End debonding of CFRP wraps and strips for the strengthening of concrete structures, file e0c31c08-21a4-4599-e053-1705fe0aef77
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2
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Effect of initial damage level and patch configuration on the fatigue behaviour of reinforced steel plates, file e0c31c08-34ce-4599-e053-1705fe0aef77
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2
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A cohesive interface crack model for the matrix-textile debonding in FRCM composites, file e0c31c09-c293-4599-e053-1705fe0aef77
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2
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Bond properties of fabric reinforced cementitious matrix (FRCM) materials for the strengthening of masonry elements, file e0c31c0a-38ae-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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Stochastic Calibration of a Cyclic Cohesive Zone Model Through Monte Carlo Analysis, file 0cfd8e42-03de-490b-88ba-8c187c8fa46a
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1
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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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Bond strength of CFRP-concrete elements under freeze-thaw cycles, file e0c31c07-e955-4599-e053-1705fe0aef77
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1
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Fatigue Reinforcement of Steel Elements by CFRP materials: experimental evidence, analytical model and numerical simulation, file e0c31c08-2280-4599-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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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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Study of the bond behavior of frcm-masonry joints using a modified beam test, file e0c31c0f-704e-4599-e053-1705fe0aef77
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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
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1
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| Totale |
1.989 |