000			a
999			_c20393 _d20393
003			OSt
005			20231221101149.0
008			231221b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_922515 _aKinjawadekar, Trupti Amit
245			_aCritical review on glass fiber-reinforced polymer bars as reinforcement in flexural members
250			_aVol.104(2), Jun
260			_aUSA _bSpringer _c2023
300			_a501-516p.
520			_aSince the nineteenth century, reinforced concrete was evolved as a crucial material for construction. This popular composite material is broadly used in different building typologies. However, the decaying of steel rebar due to corrosion is identified as a hindrance that can affect the quality of reinforced concrete structures. In reference to this, the glass fiber-reinforced polymer (GFRP) bar is essential because of corrosion-resistant properties. The researchers performed various tests and numerical analysis to know the response of GFRP-reinforced flexural members in shear and bending. Based on studies over the last decade, this study critically analyzes the response of flexural member reinforced using glass fiber-reinforced polymer (FRP) bars. Understanding the behavior of the FRP bar as the alternating reinforcing material will be aided by this review. Since the GFRP bar has high strength and no yield point, the conventional characterizations of ductility may not be applicable to determine whether GFRP-reinforced concrete components are ductile. Hence, a detailed study is needed to understand the behavior of such structures. This paper explores various properties of GFRP-reinforced beams to appreciate the applications of GFRP reinforcement in flexural members.
650		0	_94642 _aHumanities and Applied Sciences
700			_922516 _aPatil, Shantharam
773	0		_dSwitzerland Springer _tJournal of the institution of engineers (India): Series A _x 2250-2149
856			_uhttps://link.springer.com/article/10.1007/s40030-023-00729-6 _yClick here
942			_2ddc _cAR