90 standard pull-out specimens were used to study the bond behavior of GFRP ribbed rebars to concrete.

Application of GFRP in Underground Continuous Wall;

In order to entirely avoid rusting of reinforcements in concrete structures,this paper presented some experiments about the flexural capability of the GFRP lightweight aggregate concrete beams.

Experimental investigation on bond strength between GFRP rebars and concrete under pullout conditions;

A study on the bond behavior of sand-coated and deformed GFRP rebars;

Experimental studies on bond strength between GFRP rebar and concrete C15;

Test study on bond behavior between GFRP bar and concrete in high temperature;

The results show that the technique of using epoxy resin adhesives as bonding materials between steel thimble and GFRP bars is practicable.

It respectively use GFRP bars, GFRP bars - steel, GFRP bar-laminate as the pull material.

Study on calculating formula of mid-span deformation of concrete continuous beams strengthened with GFRP bars

The high tensile strength,light weight,anti-corrosion and nonmagnetics of GFRP bars makes them a good structure material.

The pullout tests of concrete reinforced with GFRP bars were carried out and test data were analyzed and summed up.

Resolution of the ribbed bar stacking in reducing sizing mill zone of high-speed wire rod rolling line;

Development of the ribbed bar according to ASTMA615M-96a;

This paper introduces the creating of high benefits from hot-rolled ribbed bar with less competition,relying on management and scientific and technical progress.