Keywords: میله FRP; FRP bars; Elevated temperatures; Fire; Mechanical properties; Bond characteristics; Pullout test; Tension test;
مقالات ISI میله FRP (ترجمه نشده)
مقالات زیر هنوز به فارسی ترجمه نشده اند.
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Bond properties between FRP bars and coral concrete under seawater conditions at 30, 60, and 80â¯Â°C
Keywords: میله FRP; Artificial seawater; FRP bars; Coral concrete; Bond properties;
Effect of applied stress and bar characteristics on the short-term creep behavior of FRP bars
Keywords: میله FRP; FRP bars; Stress level; Creep stages; Creep ratio; Statistical methods;
Experimental study on the enhancement of additional ribs to the bond performance of FRP bars in concrete
Keywords: میله FRP; FRP bars; Additional ribs; Anchorage performance; Pull-out test; Bonding force transferring mechanism;
Experimental evaluation and theoretical analysis of the effective flexural stiffness of reinforced CFFT columns
Keywords: میله FRP; Concrete; Eccentricity; Load; Moment; CFFT circular column; FRP bars; Stiffness;
Experimental investigations on the bond behavior between concrete and FRP reinforcing bars
Keywords: میله FRP; Composites; FRP bars; Bond; Pull-out tests; Distributed optical fiber sensors; Development length;
Experimental assessment and theoretical evaluation of axial behavior of short and slender CFFT columns reinforced with steel and CFRP bars
Keywords: میله FRP; Concrete; FRP bars; Confinement; Tube; Axial load capacity; Buckling;
Analytical modeling of moment-curvature behavior of steel and CFRP RC circular confined columns
Keywords: میله FRP; Concrete; Eccentricity; CFFT circular column; FRP bars; Interaction diagram; Moment-curvature diagram;
Effect of intumescent paint coating on mechanical properties of FRP bars at elevated temperature
Keywords: میله FRP; Intumescent paint; Predictive model; Elevated temperature; FRP bars; Tensile strength;
Performance evaluation of high strength concrete and steel fibre high strength concrete columns reinforced with GFRP bars and helices
Keywords: میله FRP; FRP bars; Steel fibers; HSC; Reinforced concrete; Columns;
Full-scale seismic testing of concrete building columns reinforced with both steel and CFRP bars
Keywords: میله FRP; Building columns; FRP bars; Seismic performance; Failure mechanism; Post-yield stiffness; Residual displacement;
Bond failure performances between near-surface mounted FRP bars and concrete for flexural strengthening concrete structures
Keywords: میله FRP; Bond failure; NSM; FRP bars; Local bond–slip; Flexural strengthening concrete
Prediction of punching shear capacities of two-way concrete slabs reinforced with FRP bars
Keywords: میله FRP; Punching shear; Concrete slabs; FRP bars; Neural networks
Experimental and numerical investigation for the flexural strengthening of RC beams using near-surface mounted steel or GFRP bars
Keywords: میله FRP; Near surface mounting; FRP bars; Concrete beams; Flexural strengthening; Finite element modeling
Long-term bond performance of GFRP bars in concrete under temperature ranging from 20 °C to 80 °C
Keywords: میله FRP; Bond; Concrete; FRP bars; Pull-out testing; Bond–slip modelling; Temperature effect
FE homogenized limit analysis model for masonry strengthened by near surface bed joint FRP bars
Keywords: میله FRP; Masonry; FRP bars; Limit analysis; Failure loads; Delamination; Homogenization
Kinematic FE homogenized limit analysis model for masonry curved structures strengthened by near surface mounted FRP bars
Keywords: میله FRP; Masonry; FRP bars; Curved structures; Failure loads; Delamination; Homogenization
An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models
Keywords: میله FRP; Reinforced concrete; FRP bars; Flexural behaviour; Deflection; Cracking
Flexural and shear strengthening of un-reinforced masonry with FRP bars
Keywords: میله FRP; Masonry rehabilitation; FRP bars; Embedding materials; Flexural strengthening; Shear strengthening
Durability issues of FRP rebars in reinforced concrete members
Keywords: میله FRP; Durability; FRP bars; Environment effect; Long-term behaviour; Thermal effects