Keywords: تیرهای بتنی; Concrete beams; PVA fiber; Polypropylene fiber; ECC materials; Fiber reinforced concrete; Non-linear finite element analysis (NLFEA);
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Keywords: تیرهای بتنی; Digital image correlation (DIC); Concrete beams; Fiber-reinforced concrete; Crack width;
Keywords: تیرهای بتنی; Concrete beams; Flexural strengthening; Stainless steel; Externally Bonded Reinforcement; Near Surface Mounted; Numerical simulation;
Keywords: تیرهای بتنی; reliability; concrete beams; shear capacity;
Keywords: تیرهای بتنی; Corrosion; Concrete beams; Shear capacity; Stirrups; Assessment procedure;
Keywords: تیرهای بتنی; Concrete beams; Shear strength; Distributed load; Concentrated load; Compression zone; Laminated elements; Critical shear cracks;
Keywords: تیرهای بتنی; Concrete beams; Sizes effect; Gradient damage theory; Finite difference; Internal characteristic length parameter
Keywords: تیرهای بتنی; Concrete beams; GFRP stirrups; Shear; Strut and tie models (STM); Non-linear finite element analysis (NLFEA);
Keywords: تیرهای بتنی; Construction joints; Concrete beams; Singly reinforced; Flexural capacity;
Keywords: تیرهای بتنی; Concrete beams; Locally produced; GFRP bars; Deflection; Effective moment of inertia; NLFEA
Keywords: تیرهای بتنی; Concrete beams; Basalt BFRP bars; Steel bars; Size effect; Shear strength; DIC
Effect of curing temperature on the behaviour of UHPFRC at elevated temperatures
Keywords: تیرهای بتنی; Ultra-high performance fibre reinforced concrete; ISO 834; Fire resistance; Concrete beams; Steel fibres; Polypropylene fibres; Spalling; Curing; Residual strength;
Numerical investigation for the flexural strengthening of reinforced concrete beams with external prestressed HFRP sheets
Keywords: تیرهای بتنی; HFRP sheets; Strengthening; Concrete beams; Numerical investigation;
Comparative fire behavior of geopolymer and epoxy resin bonded fiber sheet strengthened RC beams
Keywords: تیرهای بتنی; Fire test; FRP strengthening; Concrete beams; Fiber sheet; Geopolymer; Epoxy resin;
Experimental study of shear strength and failure mechanisms in RC beams scaled along height or length
Keywords: تیرهای بتنی; Concrete beams; Longitudinal reinforcement; Four-point bending; Failure modes; Height or length variation; Size effect;
Torsional strengthening of RC beams using NSM CFRP rope and innovative adhesives
Keywords: تیرهای بتنی; Near-surface mounted; CFRP rope; Torsion; Epoxy; Mortar; Concrete beams;
Practical Applications of Dispersely Reinforced Concrete with Polypropylene Fibers: Beams
Keywords: تیرهای بتنی; concrete beams; reinforcement; polypropylene fibers;
Effect of freeze-thaw cycles on concrete reinforced with basalt-fiber reinforced polymers (BFRP) bars
Keywords: تیرهای بتنی; Basalt fiber-reinforced polymers; Concrete beams; Bond; Cold regions; Concrete; Conditioning; Durability; Flexure; Freeze-thaw; Pullout; Tensile;
Strengthening of concrete beams by monolayer prepreg composites with and without graphene reinforcement
Keywords: تیرهای بتنی; Concrete beams; Finite element analysis; Graphene; Mechanical characterization; Monolayer prepreg composites; Statistical tests;
Torsional strengthening of reinforced concrete beams using different configurations of NSM FRP with epoxy resins and cement-based adhesives
Keywords: تیرهای بتنی; Near-surface mounted (NSM); U-wrap; Torsion; Epoxy; Mortar; CFRP laminate; Concrete beams;
Hybrid repair configurations with CFRP composites for recovering structural performance of steel-corroded beams
Keywords: تیرهای بتنی; Corrosion; Concrete beams; Assessment; Strengthening; Repair; Anchorages
Structural performance and serviceability of concrete beams reinforced with hybrid (GFRP and steel) bars
Keywords: تیرهای بتنی; Composite materials; Concrete beams; Cracking; Deformation; Ductility; Fiber reinforced polymer; Glass fiber; Hybrid methods; Reinforced concrete; Serviceability
Prediction of load–deflection behavior of multi-span FRP and steel reinforced concrete beams
Keywords: تیرهای بتنی; Deflection; Curvature; Effective moment of inertia; FRP reinforcement; Concrete beams; Flexural stiffness
Flexural behavior of hybrid FRP/steel reinforced concrete beams
Keywords: تیرهای بتنی; Concrete beams; Fiber reinforced polymers; Deflection; Hybrid reinforcement;
Long-term behavior of wide shallow RC beams strengthened with externally bonded CFRP plates
Keywords: تیرهای بتنی; Creep; CFRP flexural strengthening; Concrete beams; Deflection; Crack width
Bond–slip behaviour of FRP-reinforced concrete beams
Keywords: تیرهای بتنی; Bond–slip; Concrete beams; FRP; Numerical modelling; Parametric study
Modelling cohesive crack growth in concrete beams using scaled boundary finite element method based on super-element remeshing technique
Keywords: تیرهای بتنی; Scaled boundary finite element method; Stress intensity factors; Concrete beams; Cohesive crack model; Crack propagation
Factors governing the fire response of concrete beams reinforced with FRP rebars
Keywords: تیرهای بتنی; FRP rebars; Concrete beams; Fire resistance; Numerical model; Fire protection
Flexural strengthening of RC beams using textile reinforced mortar – Experimental and numerical study
Keywords: تیرهای بتنی; Textile reinforced mortar; Concrete beams; Flexural strengthening; Finite element modeling
Experimental and numerical investigation for the flexural strengthening of RC beams using near-surface mounted steel or GFRP bars
Keywords: تیرهای بتنی; Near surface mounting; FRP bars; Concrete beams; Flexural strengthening; Finite element modeling
Strength and ductility of RC beams strengthened with steel-reinforced strain hardening cementitious composites
Keywords: تیرهای بتنی; Concrete beams; SHCC; Localized fracture; Reinforcement; Enhancement; Ductility
Evaluate the capability and accuracy of response-2000 program in prediction of the shear capacities of reinforced and prestressed concrete members
Keywords: تیرهای بتنی; Response-2000; Shear capacity; Concrete beams
Behaviour of FRP-to-concrete interfaces between two adjacent cracks: A numerical investigation on the effect of bondline damage
Keywords: تیرهای بتنی; Fibre reinforced polymers; Concrete beams; Bonding; Cracking; Damage; Finite element method
Efficiency of using discrete fibers on the shear behavior of R.C. beams
Keywords: تیرهای بتنی; Discrete glass fiber; Shear strength; Shear cracks; Ductility; Deformability; Concrete beams;
Fatigue of reinforced concrete beams strengthened with externally post-tensioned CFRP tendons
Keywords: تیرهای بتنی; Strengthening; Concrete beams; External prestressing; Post-tensioning; Fiber-reinforced polymer; Inelastic deformations; FRP Anchoring; Stress-life; Fatigue life; Strain-life
Prediction of shear strength of FRP-reinforced concrete beams without stirrups based on genetic programming
Keywords: تیرهای بتنی; Gene expression programming; Fibre reinforced polymers; Shear strength; Concrete beams
Fracture characterization of Carbon fiber-reinforced polymer-concrete bonded interfaces under four-point bending
Keywords: تیرهای بتنی; Cracking; Concrete beams; Fiber-reinforced polymer; Interfaces; Bonding; Bending; Transverse shear; Shear deformation; Interface deformable bi-layer beam theory
Effects of bolt–plate arrangements on steel plate strengthened reinforced concrete beams
Keywords: تیرهای بتنی; Bolts; Bi-linear; Concrete beams; Curvature; Ductility; Plate; Strengthening
Ductile strengthening using externally bonded and near surface mounted composite systems
Keywords: تیرهای بتنی; FRP; Flexural strengthening; Ductility; Externally wrapped; Confinement; Concrete beams
Flexural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams
Keywords: تیرهای بتنی; Concrete beams; Deflection; Ductility; Fiber-reinforced polymers (FRP); Confinement; FRP tube
Ductility analysis of compression-yielding FRP-reinforced composite beams
Keywords: تیرهای بتنی; Ductility; Compression yielding; FRP; Concrete beams; Numerical simulation; Analytical study
RC beams shear-strengthened with FRP: Stress distributions in the FRP reinforcement
Keywords: تیرهای بتنی; Concrete beams; Strengthening; Shear strength; FRP; Stress distributions
Strut-and-tie modelling of reinforced concrete beams using genetic algorithms optimization
Keywords: تیرهای بتنی; Shear strength; Strut-and-tie; Concrete beams; Genetic algorithms; Optimization
Aspects of behaviour of CFRP reinforced concrete beams in bending
Keywords: تیرهای بتنی; Fibre reinforced polymer; Carbon FRP; Mode of failure; Concrete beams; Reinforcement; Moment; Deflection; Deformability
Simplified solutions for the stress transfer in concrete beams bonded with FRP plates
Keywords: تیرهای بتنی; FRP; Concrete beams; Strengthening; Interfacial stresses; Stress concentration
Deformation adjustment of concrete beams laminated with carbon fiber mats
Keywords: تیرهای بتنی; Deformation adjustment; Concrete beams; Carbon fiber mats; Electro-thermal effects
Time-dependent behaviour of concrete beams pretensioned by carbon fibre-reinforced polymers (CFRP) tendons
Keywords: تیرهای بتنی; Carbon fibre reinforced polymer; Tendon; Time dependent behaviour; Concrete beams; Deflection; Strain
Interfacial shear stress in FRP-plated RC beams under symmetric loads
Keywords: تیرهای بتنی; Concrete beams; FRP plates; Interfacial shear stress
Fully-automatic modelling of cohesive crack growth using a finite element–scaled boundary finite element coupled method
Keywords: تیرهای بتنی; Finite element method; Scaled boundary finite element method; Cohesive crack model; Mixed-mode crack propagation; Concrete beams; Local arc-length method
Shear strengthening of reinforced concrete beams using various techniques
Keywords: تیرهای بتنی; Concrete beams; Epoxy bonding; RC; Shear strengthening; Steel plates