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A hollow concrete column (HCC) is a structurally efficient construction system and uses less material. Conventionally, HCCs are reinforced with steel bars, which are prone to corrosion. This study explored the use of glass-fiber-reinforced-polymer (GFRP)
Allan Manalo +2 more
exaly +2 more sources
Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars [PDF]
Geopolymer concrete reinforced with glass-fibre-reinforced polymer (GFRP) bars can provide a construction system with high durability, high sustainability, and adequate strength.
G B Maranan +2 more
exaly +2 more sources
Some of the next articles are maybe not open access.
Mechanical properties of GFRP reinforcing bars at high temperatures
Construction and Building Materials, 2018Hamzeh Hajiloo +2 more
exaly
Effect of the environment on the performance of GFRP reinforcing bars
Composites Part B: Engineering, 2018Tommaso D'Antino +2 more
exaly
Seismic behavior of concrete moment frame reinforced with GFRP bars
Composites Part B: Engineering, 2019Mojtaba Aliasghar-Mamaghani +1 more
exaly
A NEW APPROACH TO TENSILE TESTING OF GFRP BARS
Tensile testing is a critical procedure for evaluating the mechanical properties of Glass Fiber Reinforced Polymer (GFRP) bars, which emerged as an alternative to traditional steel reinforcement in reinforced concrete structures.
Mehmet Canbaz +2 more
doaj +3 more sources
Flexural Behaviour of GFRP Bars [PDF]
Reinforced Cement Concrete RCC structures are usually reinforced with steel bars which are subjected to corrosion at critical temperatures and atmospheric conditions. Also the cost of steel reinforcement plays a significant role in any RCC construction. The rising prices of steel and their unavailability throughout the year have brought the contractors
N. N. Morey, S. D. Patil, A. P. Khangan
openaire +3 more sources
Mode of failure for reinforced concrete beams with GFRP bars [PDF]
Crack propagation in concrete structures is a very complicated process. An experimental method to predict the stress distribution of a cracked GFRP reinforced concrete flexural beam is presented. The beam subjected to four-point bending is internally reinforced with unidirectional GFRP bars.
Masmoudi, Abdelmonem +2 more
core +4 more sources

