Keywords: پلیمر تقویت شده فیبر (FRP); Cast-in anchors; Carbon fiber; Fiber reinforced polymer (FRP); Plastic hinge zone; Reinforced concrete; And seismic design;
مقالات ISI پلیمر تقویت شده فیبر (FRP) (ترجمه نشده)
مقالات زیر هنوز به فارسی ترجمه نشده اند.
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در صورتی که به ترجمه آماده هر یک از مقالات زیر نیاز داشته باشید، می توانید سفارش دهید تا مترجمان با تجربه این مجموعه در اسرع وقت آن را برای شما ترجمه نمایند.
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); High strength self-compacting concrete (HSSCC); Compressive strength; Mix design;
Keywords: پلیمر تقویت شده فیبر (FRP); Moment redistribution; Serviceability; Unsymmetrical loading; Continuous beams; Fiber reinforced polymer (FRP);
Keywords: پلیمر تقویت شده فیبر (FRP); Sea-sand; Seawater; Sea-sand seawater concrete/seawater sea-sand concrete (SSC); Chloride; Seashell particle; Fiber reinforced polymer (FRP); Recycled coarse aggregate (RCA);
Keywords: پلیمر تقویت شده فیبر (FRP); Life cycle analysis; Piping materials; Ductile iron; HDPE; Reinforced concrete; Vitrified clay; Fiber reinforced polymer (FRP); PVC;
Keywords: پلیمر تقویت شده فیبر (FRP); Columns; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Tubes; Lateral displacement; Plastic hinge
Keywords: پلیمر تقویت شده فیبر (FRP); Bridge bent; Seismic retrofitting; Incremental dynamic analysis; Seismic performance; Fiber reinforced polymer (FRP); ECC jacket
Keywords: پلیمر تقویت شده فیبر (FRP); Elastic stiffener; Contact; Cohesive forces; Debonding; Fiber Reinforced Polymer (FRP); Chebyshev polynomials;
Shear strengthening of RC deep beams with cement-based composites
Keywords: پلیمر تقویت شده فیبر (FRP); Shear strengthening; Reinforced concrete; Deep beam; Fiber reinforced polymer (FRP); Fabric reinforced cementitious mortar (FRCM); Textile-reinforced concrete (TRC);
Multivariate regression models in estimating the behavior of FRP tube encased recycled aggregate concrete
Keywords: پلیمر تقویت شده فیبر (FRP); Recycled aggregate concrete (RAC); Fiber reinforced polymer (FRP); Size effect; Slenderness; Mechanical properties; Statistical modeling; Multivariate regression analysis; Mixed model;
Overlap length for confinement of carbon and glass FRP-jacketed concrete columns
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Concrete; Overlap length; Debonding; Confinement; Hoop strain;
A strategy for the finite element modeling of FRP-confined concrete columns subjected to preload
Keywords: پلیمر تقویت شده فیبر (FRP); Preloading; Confinement; Confined concrete; fiber reinforced polymer (FRP); Confinement lateral pressure; Finite-element modeling; Concrete damaged plasticity model; Abaqus;
Experimental and analytical evaluation of FRPs bonded to masonry-long term
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Masonry; Environmental effects; Wet lay-up; Bond at interface;
A review on the application of sprayed-FRP composites for strengthening of concrete and masonry structures in the construction sector
Keywords: پلیمر تقویت شده فیبر (FRP); Concrete; Fiber reinforced polymer (FRP); Sprayed-FRP; Strengthening and retrofitting; Reinforced concrete and masonry structures;
Properties and applications of FRP in strengthening RC structures: A review
Keywords: پلیمر تقویت شده فیبر (FRP); Applications; Aramid/Basalt/Glass/Carbon fiber reinforced polymer (AFRP, BFRP, GFRP, CFRP); Beams; Columns; Deterioration; Fiber reinforced polymer (FRP); Joints; Matrix; Properties; Rehabilitation; Reinforced concrete structures; Serviceability and stren
Sustainable FRP-recycled aggregate concrete-steel composite columns: Behavior of circular and square columns under axial compression
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Recycled aggregate concrete (RAC); High-strength concrete (HSC); DSTCs; Column; Stress-strain relations;
Strengthening of shear-critical RC beams: Alternatives to externally bonded CFRP sheets
Keywords: پلیمر تقویت شده فیبر (FRP); Shear strengthening; Reinforced concrete; Fiber reinforced polymer (FRP); Fabric reinforced cementitious mortar (FRCM); Textile-reinforced concrete (TRC);
Displacement-based model to predict lateral drift capacities of concrete-filled FRP tube columns
Keywords: پلیمر تقویت شده فیبر (FRP); Columns; Fiber reinforced polymer (FRP); Concrete; High-strength concrete (HSC); Confinement; Displacement-based design; Drift capacities; FRP tubes;
Evaluation of ultimate conditions of FRP-confined concrete columns using genetic programming
Keywords: پلیمر تقویت شده فیبر (FRP); Genetic programming (GP); Fiber reinforced polymer (FRP); Confinement; Concrete; Compressive strength; Ultimate axial strain
Behavior of CFRP-confined recycled aggregate concrete under axial compression
Keywords: پلیمر تقویت شده فیبر (FRP); Recycled aggregate concrete (RAC); Fiber reinforced polymer (FRP); Confinement; Compressive behavior; Stress-strain relationship;
Modelling beam-column joints and FRP strengthening in the seismic performance assessment of RC existing frames
Keywords: پلیمر تقویت شده فیبر (FRP); Seismic behaviour; Beam-column joints; Shear failure; Fiber reinforced polymer (FRP); Numerical model; Finite element method (FEM);
Structural performance of new fully and partially concrete-filled rectangular FRP-tube beams
Keywords: پلیمر تقویت شده فیبر (FRP); Concrete filled-FRP tubes; Beams; Fiber reinforced polymer (FRP); Filament-wound; Flexural behavior
The effect of mechanical properties of masonry on the behavior of FRP-strengthened masonry-infilled RC frame under cyclic load
Keywords: پلیمر تقویت شده فیبر (FRP); Masonry-infilled RC frame; Fiber Reinforced Polymer (FRP); Finite Element Analysis; Cyclic load
Influence of concrete age on stress–strain behavior of FRP-confined normal- and high-strength concrete
Keywords: پلیمر تقویت شده فیبر (FRP); Concrete; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Compression; Age; Stress–strain relations
Prediction of interfacial fracture between concrete and fiber reinforced polymer (FRP) by using cohesive zone modeling
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); FRP debonding; Cohesive zone model; Bonding strength; Interfacial fracture energy; Traction-separation relation;
Stress-strain model for circular concrete columns confined by FRP and conventional lateral steel
Keywords: پلیمر تقویت شده فیبر (FRP); Stress-strain model; Fiber reinforced polymer (FRP); Non-linear analysis; Cyclic response; Concrete column;
A novel FRP–dual-grade concrete–steel composite column system
Keywords: پلیمر تقویت شده فیبر (FRP); Concrete; High-strength concrete (HSC); Dual-grade concrete; Fiber reinforced polymer (FRP); Columns; Confinement; FRP tubes; Steel tubes; DSTCs
Physical and mechanical characteristics of new basalt-FRP bars for reinforcing concrete structures
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Basalt fiber; FRP bar, physical, mechanical characterization; Durability; Alkaline; Accelerated aging; Microstructural; SEM; FTIR; Concrete; Material specification
Flexural behavior of FRP-HSC-steel double skin tubular beams under reversed-cyclic loading
Keywords: پلیمر تقویت شده فیبر (FRP); FRP-concrete-steel composite members; Cantilever beams; Fiber reinforced polymer (FRP); High-strength concrete (HSC); Confinement; Lateral displacement;
Influence of shrinkage on compressive behavior of concrete-filled FRP tubes: An experimental study on interface gap effect
Keywords: پلیمر تقویت شده فیبر (FRP); Concrete; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Columns; Confinement; Shrinkage; Interface gap;
Square FRP–HSC–steel composite columns: Behavior under axial compression
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Concrete; High-strength concrete (HSC); Columns; Confinement; FRP tubes; Steel tubes; Square DSTCs
Finite element modeling of debonding failures in FRP-strengthened RC beams: A dynamic approach
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Reinforced concrete; Cracking; Debonding; Dynamic method; Finite element method;
Analysis of Mode II debonding behavior of fiber-reinforced polymer-to-substrate bonded joints subjected to combined thermal and mechanical loading
Keywords: پلیمر تقویت شده فیبر (FRP); Debonding; Fiber reinforced polymer (FRP); Substrate; Interface; Concrete; Steel; Temperature variation; Bond–slip model; Effective bond length
A novel anchor method for multi-tendon FRP cable: Concept and FE study
Keywords: پلیمر تقویت شده فیبر (FRP); Anchor method; Fiber reinforced polymer (FRP); Cable; Load transfer component;
Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Externally bonded reinforcement (EBR); Bond strength model; Effective bond length; Single-shear test; Particle image velocimetry (PIV)
Shear behavior of basalt fiber reinforced polymer (FRP) and hybrid FRP rods as shear resistance members
Keywords: پلیمر تقویت شده فیبر (FRP); Shear behavior; Basalt fiber; Fiber reinforced polymer (FRP); Hybridization;
Flexural behavior of FRP-HSC-steel composite beams
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); High-strength concrete (HSC); Beams; Confinement; Flexure; Displacement capacity
Effective bond length of FRP stiffeners
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber Reinforced Polymer (FRP); Stiffener; Cohesive contact; Effective bond length; Debonding
Reprint of: Effective bond length of FRP stiffeners
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber Reinforced Polymer (FRP); Stiffener; Cohesive contact; Effective bond length; Debonding
Wedge-shaped fracturing in the pull out of FRP stiffeners from quasi-brittle substrates
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber Reinforced Polymer (FRP); Stiffener; Pull-out test; Substrate cracking; Inclined crack propagation; Elasticity; Complex potential; Distributed dislocations
Influence of silica fume on stress–strain behavior of FRP-confined HSC
Keywords: پلیمر تقویت شده فیبر (FRP); High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Compression; Silica fume; Stress–strain relations
Crack-dependent response of steel elements strengthened with CFRP sheets
Keywords: پلیمر تقویت شده فیبر (FRP); Crack; Fiber reinforced polymer (FRP); Steel; Strengthening;
Compressive behavior of aramid FRP-HSC-steel double-skin tubular columns
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Concrete; High-strength concrete (HSC); Confinement; Composite columns; Stress-strain relations; FRP tubes; Steel tubes; DSTCs;
Influence of fiber orientation and specimen end condition on axial compressive behavior of FRP-confined concrete
Keywords: پلیمر تقویت شده فیبر (FRP); Concrete; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Columns; Stress-strain relations; Fiber orientation; End condition;
Analytical modeling and axial load design of a novel FRP-encased steel–concrete composite column for various slenderness ratios
Keywords: پلیمر تقویت شده فیبر (FRP); Analytical techniques; Buckling; Composite columns; Confinement; Design; Fiber reinforced polymer (FRP); Guidelines; Slenderness ratio; Tubes
An experimental study of different factors affecting the bond of NSM FRP bars in concrete
Keywords: پلیمر تقویت شده فیبر (FRP); Near-surface mounted (NSM); Fiber reinforced polymer (FRP); Bond; Pull-out tests; Adhesives
Fatigue behavior of reinforced concrete beams strengthened with prestressed fiber reinforced polymer
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Fatigue; Damage model; Flexural stiffness; Interface crack; Prestress
Testing and modeling of a novel FRP-encased steel–concrete composite column
Keywords: پلیمر تقویت شده فیبر (FRP); Analytical techniques; Confinement; Fiber reinforced polymer (FRP); Retrofit; Steel columns; Tubes
Characteristics of CFRP–concrete interface subjected to cold region environments including three-dimensional topography
Keywords: پلیمر تقویت شده فیبر (FRP); Concrete; Cold regions; Damage-band; Durability; Fiber reinforced polymer (FRP); Interface
Debonding analysis of FRP–concrete interface between two balanced adjacent flexural cracks in plated beams
Keywords: پلیمر تقویت شده فیبر (FRP); Fiber reinforced polymer (FRP); Interface bond; Cohesive law; Strengthening; Flexural crack; Intermediate crack (IC) induced debonding; Interface progressive failure