Results 221 to 230 of about 8,562 (279)

GFRP dowel bars for concrete pavement

, 1996
openaire   +1 more source

Strength and deformation of encased concrete columns by I- section steel and I- section GFRP subjected to different load conditions. [PDF]

Heliyon
Salman BF, Allawi AA.
europepmc   +1 more source

Investigation of Diffusion Induced Fiber-Matrix Interface Damages in Adhesively Bonded Polymer Composites. [PDF]

Polymers (Basel)
Mertgenç Yoldaş D.
europepmc   +1 more source

Multimodal FM-SEM dataset with millimetre-scale field of view for bundle-scale porosity and impregnation quantification in woven GFRP/PP composites. [PDF]

Data Brief
Ayadi A, Kumar SKSR, Lagardère MD.
europepmc   +1 more source

Influence of Magnesia-to-Phosphate Ratio on the Bond Behaviour of Gfrp Bars Embedded in Magnesium Potassium Phosphate Cement Mortar

Wen Sun, Yu Zheng, Duo Xie, Yanfei Yue, Shi Shi, Lifei Zhang, Lingzhu Zhou, Yun Bai   +7 more
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Reinforcing dapped timber stringers with GFRP bars

, 2004
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FLEXURAL CAPACITY OF CRACKED CONCRETE BEAMS STRENGTHENED USING GFRP SHEET [PDF]

A. M. Akkas, R. Djamaluddin, T. Harianto
core  

Flexural strengthening of timber beams with GFRP bars

, 2007
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Bond coefficient, kb, of GFRP bars

Construction and Building Materials, 2021
Abstract Due to the increase in the number of manufacturers of GFRP bars, there is currently a variety of products in the marketplace with different physical and mechanical properties. These differences directly influence the bond coefficient, kb, a coefficient intended to relate the behavior of GFRP to that of steel bars for the computation of crack
Vanessa Benzecry, Alvaro Ruiz Emparanza, Francisco De Casoy Basalo, Antonio Nanni   +3 more
openaire   +1 more source