Behaviour of patch repair of axially loaded reinforced concrete beams. Behaviour of patch repair of axially loaded reinforced concrete beams.

Study on wear properties of aluminium-silicon piston alloy. Study on wear properties of aluminium-silicon piston alloy.

Peeling and diagonal tension failures in steel plated R/C beams. Peeling and diagonal tension failures in steel plated R/C beams.

Corrosion resistance and bond strength of epoxy-coated steel bars. Corrosion resistance and bond strength of epoxy-coated steel bars.

Effect of holidays and surface damage to FBEC on reinforcement corrosion. Effect of holidays and surface damage to FBEC on reinforcement corrosion.

Effect of Thermal Variations on Bond Strength of Fusion-Bonded Epoxy-Coated Bars. Effect of Thermal Variations on Bond Strength of Fusion-Bonded Epoxy-Coated Bars.

Chloride diffusion coefficient of concrete in the Arabian Gulf environment. Chloride diffusion coefficient of concrete in the Arabian Gulf environment.

Determination of the effective chloride diffusion coefficient in concrete via a gas diffusion technique. Determination of the effective chloride diffusion coefficient in concrete via a gas diffusion technique.

Modelling of damaged RC beams strengthened by fibre composite plates. Modelling of damaged RC beams strengthened by fibre composite plates.

Strengthening of shear-damaged RC beams by external bonding of steel plates. Strengthening of shear-damaged RC beams by external bonding of steel plates.

Shear strength of plated RC beams. Shear strength of plated RC beams.

Creep loss variation in prestressed concrete beams. Creep loss variation in prestressed concrete beams.

Flexural behaviour of precracked reinforced concrete beams strengthened externally by steel plates. Flexural behaviour of precracked reinforced concrete beams strengthened externally by steel plates.

Combined experimental-numerical approach to characterization of steel-glue-concrete interface. Combined experimental-numerical approach to characterization of steel-glue-concrete interface.

Guidelines toward the design of reinforced concrete beams with external plates. Guidelines toward the design of reinforced concrete beams with external plates.

Shear repair for reinforced concrete by fiberglass plate bonding. Shear repair for reinforced concrete by fiberglass plate bonding.

Strengthening of initially loaded reinforced concrete beams using FRP plates. Strengthening of initially loaded reinforced concrete beams using FRP plates.

Time-dependent losses in prestressed, continuous composite beams. Time-dependent losses in prestressed, continuous composite beams.

Loss of punching capacity of bridge deck slabs from crack damage. Loss of punching capacity of bridge deck slabs from crack damage.

Confirmation of TICC damage hypothesis. Petrographic study. Confirmation of TICC damage hypothesis. Petrographic study.

Categorization of damage to concrete bridge decks in Saudi Arabia. Categorization of damage to concrete bridge decks in Saudi Arabia.

Effect of thermal cycling on the durability of concrete made from local materials in the Arabian Gulf countries. Effect of thermal cycling on the durability of concrete made from local materials in the Arabian Gulf countries.

Partially Prestressed Continuous Composite Beams.I. Partially Prestressed Continuous Composite Beams.I..

Partially Prestressed Composite Beams. II. Partially Prestressed Composite Beams. II.

Assessment of concrete patch repair performance. In: Assessment of concrete patch repair performance.