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A comparison between the bond behavior of SRP and SRG strengthening systems applied to a masonry substrate, file e1dcb335-e0b4-7715-e053-1705fe0a6cc9
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99
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Effects of rising damp and salt crystallization cycles in FRCM-masonry interfacial debonding: Towards an accelerated laboratory test method, file e1dcb335-def5-7715-e053-1705fe0a6cc9
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73
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Fatigue behavior of PBO FRCM composite applied to concrete substrate, file e1dcb337-9153-7715-e053-1705fe0a6cc9
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43
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Salt-Induced Deterioration on FRP-Brick Masonry Bond, file e1dcb335-def7-7715-e053-1705fe0a6cc9
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40
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Determination of the interfacial cohesive material law for SRG composites bonded to a masonry substrate, file e1dcb335-4f66-7715-e053-1705fe0a6cc9
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37
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Numerical modeling of FRP strips bonded to a masonry substrate, file e1dcb335-16b8-7715-e053-1705fe0a6cc9
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32
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The role of mortar matrix in the bond behavior and salt crystallization resistance of FRCM applied to masonry, file e1dcb335-c7ac-7715-e053-1705fe0a6cc9
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26
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Effects of rising damp and salt crystallization cycles in FRCM-masonry interfacial debonding: Towards an accelerated laboratory test method, file e1dcb331-60df-7715-e053-1705fe0a6cc9
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11
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Durability of steel FRCM-masonry joints: effect of water and salt crystallization, file e1dcb330-1e81-7715-e053-1705fe0a6cc9
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10
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Salt-Induced Deterioration on FRP-Brick Masonry Bond, file e1dcb331-b2bf-7715-e053-1705fe0a6cc9
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9
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Assessing the suitability of fly ash geopolymer for strengthening existing reinforced concrete structure, file e1dcb32f-a9bf-7715-e053-1705fe0a6cc9
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8
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Fracture Behavior and Digital Image Analysis of GFRP Reinforced Concrete Notched Beams, file ec21a7f1-265b-4937-a231-6134db754503
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8
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Steel fiber reinforced geopolymer matrix (S-FRGM) composites applied to reinforced concrete structures for strengthening applications: A preliminary study, file e1dcb32f-ea0a-7715-e053-1705fe0a6cc9
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5
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Study of the matrix-fiber bond behavior of carbon and glass FRCM composites, file 16fbd6c7-0d4c-4a5f-bfa1-8acc72e2190e
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4
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Flexural behaviour of RC members strengthened with FRCM: State-of-the-art and predictive formulas, file 5f9e288b-4b5f-41db-a4cf-aef40370f850
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4
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A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests, file e1dcb32e-310a-7715-e053-1705fe0a6cc9
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4
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The role of mortar matrix in the bond behavior and salt crystallization resistance of FRCM applied to masonry, file e1dcb335-c7ab-7715-e053-1705fe0a6cc9
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4
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Debonding between FRP and underlying masonry: First results of a 3D finite element model, file e1dcb32c-ebce-7715-e053-1705fe0a6cc9
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3
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A study of the debonding mechanism in steel and basalt FRCM-masonry joints, file e1dcb32f-0edc-7715-e053-1705fe0a6cc9
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3
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Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints, file e1dcb32f-4b8f-7715-e053-1705fe0a6cc9
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3
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Determination of the interfacial cohesive material law for SRG composites bonded to a masonry substrate, file e1dcb335-6af4-7715-e053-1705fe0a6cc9
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3
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Use of digital image analysis to determine fracture properties of alkali-activated mortars, file e1dcb337-7356-7715-e053-1705fe0a6cc9
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3
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Relationship between Results of Tensile Test of FRCM Composites and the Fiber-Matrix Bond Properties, file fbf07a86-5d85-48e2-b386-6a9305d92c0d
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3
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Discussion of the article "From experimental evidence to mechanical modeling and design expressions: The critical shear crack theory for shear design", file 201c3f3e-075f-4612-a0c1-f24adfabb275
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2
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Numerical analysis of RC beams strengthened with SRG, file 2c52901e-c0ed-4298-b3d0-4f66504d53cd
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2
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Influence of the test set-up on the bond behavior of FRCM composites, file 46c57da5-88cc-49bf-82fd-f04d0e74dee3
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2
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Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments, file 54ed6763-eb2d-43cc-a0bd-d4779b5c6e16
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2
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Discussion of the article “On shear in members without stirrups and the application of energy-based methods in light of 30 years of test observations”, file 6700c2b2-aada-4cee-a999-9acf2225c2ac
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2
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Effect of bonded length on the load response and failure mode of pull-out tests of GFRP bars embedded in concrete, file 67756f5f-893f-4a33-915d-4770e2c51502
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2
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Confinement of brick masonry columns with SRG jackets, file 8027a210-2b1e-4b9b-a5b5-297f99e94338
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2
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Confinement of concrete columns with SRG, file ae135f08-7e15-4598-9576-a445f6b91f8b
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2
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Performance of different types of FRCM composites applied to a concrete substrate, file b41f407f-195d-440c-967d-a9682093ca15
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2
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Numerical analysis of PBO FRCM-concrete joints, file bb843832-b078-468c-b4ba-755490cee39d
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2
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Application of a trilinear bond-slip model to FRCM-concrete joints, file dcbd4815-be7a-4aa4-8b52-9e7038054524
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2
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Periodic variation of the transferable load at the FRP-masonry interface, file e1dcb32c-63fd-7715-e053-1705fe0a6cc9
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2
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Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints, file e1dcb32e-30db-7715-e053-1705fe0a6cc9
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2
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Role of the Matrix Layers in the Stress-Transfer Mechanism of FRCM Composites Bonded to a Concrete Substrate, file e1dcb32e-3a59-7715-e053-1705fe0a6cc9
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2
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Fatigue and post-fatigue behavior of PBO FRCM-concrete joints, file e1dcb32e-3b88-7715-e053-1705fe0a6cc9
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2
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Investigation of bond behavior of polyparaphenylene benzobisoxazole fiber-reinforced cementitious matrix composite-concrete interface, file e1dcb32e-3b92-7715-e053-1705fe0a6cc9
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2
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An investigation of the debonding mechanism in steel FRP- and FRCM-concrete joints, file e1dcb32f-0edf-7715-e053-1705fe0a6cc9
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2
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An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints, file e1dcb330-5902-7715-e053-1705fe0a6cc9
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2
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Geopolymer mortars for strengthening existing reinforced concrete structures, file e1dcb330-5a59-7715-e053-1705fe0a6cc9
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2
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Preliminary studies on the suitability of coal fly ash geopolymer mortars for strengthening existing concrete and masonry structures, file e1dcb331-0cc7-7715-e053-1705fe0a6cc9
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2
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Numerical modeling of FRP strips bonded to a masonry substrate, file e1dcb331-90d5-7715-e053-1705fe0a6cc9
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2
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Adhesion between SRP and masonry: Influence of moist condition of specimens and presence of salts in the substrate, file e1dcb333-b5d5-7715-e053-1705fe0a6cc9
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2
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Characterization of FRCM- and FRP-Masonry Bond Behavior, file e1dcb339-cfb7-7715-e053-1705fe0a6cc9
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2
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Confinement of clay masonry columns with SRG, file e1f2e2e7-21df-4a6b-8b3a-d4d52335916b
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2
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Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints, file fe2cc820-adac-4bc5-bda0-d94b44903dcd
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2
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Open issues on the investigation of PBO FRCM-Concrete debonding, file 7ea85d12-a067-4c35-b507-9faaa53851f2
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1
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Size Effect on Shear Strength of Reinforced Concrete: Is CSCT or MCFT a Viable Alternative to Energy-Based Design Code?, file 98a1e240-fb5d-47e8-a113-d29555008496
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1
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Tensile Testing of FRCM Coupons for Material Characterization: Discussion of Critical Aspects, file af57e4c6-b4f7-410e-88fe-120233d64a15
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1
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Confinement of Masonry Columns with PBO FRCM Composites, file e1dcb32d-fa51-7715-e053-1705fe0a6cc9
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1
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Experimental Analysis of the Bond Behavior of Glass, Carbon, and Steel FRCM Composites, file e1dcb32e-3156-7715-e053-1705fe0a6cc9
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1
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An Investigation of PBO FRCM-Concrete joint behavior using a three-dimensional numerical approach, file e1dcb32e-3274-7715-e053-1705fe0a6cc9
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1
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A Study of the fracture process at the FRP-masonry interface: the role of the periodic pattern of bricks and mortar joints, file e1dcb32e-3934-7715-e053-1705fe0a6cc9
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1
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Analyzing bond characteristics between composites and quasi-brittle substrates in the repair of bridges and other concrete structures, file e1dcb32e-39dc-7715-e053-1705fe0a6cc9
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1
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Materiali compositi fibrorinforzati a matrice geopolimerica per il rinforzo di strutture in calcestruzzo armato o in muratura, file e1dcb32f-4bb0-7715-e053-1705fe0a6cc9
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1
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Fiber reinforced composites with cementitious (Inorganic) matrix, file e1dcb32f-5170-7715-e053-1705fe0a6cc9
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1
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Loading rate effect on the debonding phenomenon in fiber reinforced cementitious matrix-concrete joints, file e1dcb32f-8008-7715-e053-1705fe0a6cc9
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1
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Destructive In Situ Tests on Masonry Arches Strengthened with FRCM Composite Materials, file e1dcb330-2fb7-7715-e053-1705fe0a6cc9
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1
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An Investigation of the Debonding Mechanism between FRCM Composites and a Masonry Substrate, file e1dcb330-3119-7715-e053-1705fe0a6cc9
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1
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Bond of steel bars to masonry mortar joints: Test results and analytical modelling, file e1dcb330-61b8-7715-e053-1705fe0a6cc9
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1
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Confinement of Masonry Columns with Steel and Basalt FRCM Composites, file e1dcb330-84c8-7715-e053-1705fe0a6cc9
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1
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Bond analysis of FRCM strengthened masonry subjected to salt attack, file e1dcb332-1312-7715-e053-1705fe0a6cc9
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1
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Flexural behavior of RC beams strengthened with SRG - Comportamento a flessione di travi in c.a. rinforzate con SRG, file e1dcb332-3445-7715-e053-1705fe0a6cc9
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1
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Influence of the width of the specimen on the fracture response of concrete notched beams, file e1dcb334-447a-7715-e053-1705fe0a6cc9
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1
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Mode-I fracture testing of alkali activated materials, file e1dcb334-4a60-7715-e053-1705fe0a6cc9
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1
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null, file e1dcb337-5a45-7715-e053-1705fe0a6cc9
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1
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Concrete columns confined with SRP: Effect of the size, cross-sectional shape and amount of confinement, file e1dcb337-9616-7715-e053-1705fe0a6cc9
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1
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Adhesion between SRP and masonry: Laboratory simulations of the field moisture and salt conditions, file f0669377-d399-4a9f-8677-7247ad4a35c0
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1
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