000			00595nab|a22002177a|4500
999			_c63935 _d63927
001			63935
003			MX-TxCIM
005			20210719143605.0
008			201106s2021||||xxk|||p|op||||00||0|eng|d
022			_a2214-5095
024	8		_ahttps://doi.org/10.1016/j.cscm.2021.e00604
040			_aMX-TxCIM
041			_aeng
100	1		_aEl-Sayed, T.A. _921192
245	1	0	_aFlexural behavior of ultra-high performance geopolymer RC beams reinforced with GFRP bars
260			_aNetherlands : _bElsevier, _c2021.
500			_aPeer review
500			_aOpen Access
520			_aGeopolymer concrete (GPC) reinforced with glass fiber reinforced polymer (GFRP) bars can give a good structure system with high durability and strength. So, this research was described the flexural behavior of the geopolymer Ultra-high-performance concrete (UHPC) beams. Also, the impact of UHPC reinforced with glass fiber reinforced polymer (GFRP) bars was studied. For this purpose, (eight) UHP geopolymer RC beams was studied. Four High Strength Concrete (HSC) beams and another four in UHPC were reinforced using GFRP with different ratios. The Results exhibited increasing the first crack load and ultimate load carrying capacity. GPC beams showed a smaller deflection increase at the same ultimate load. GPC beams reinforced with GFRP bars documented a higher crack width compared with control. Using GFRP bars in reinforcement improved the concrete defection, the patterns of cracks, cracks number of and the failure mode. A non-linear analysis using Ansys 2019-R1 was conducted to validate the experimental results for each beam. Results showed well agreement between experimental results and analytical ones.
546			_aText in English
650		7	_aConcrete _2AGROVOC _921193
650		7	_aWheat straw _2AGROVOC _912238
650		7	_aStructures _2AGROVOC _918463
700	1		_aAlgash, Y.A. _921194
773	0		_gv. 15, e00604 _dNetherlands : Elsevier, 2021. _x2214-5095 _tCase Studies in Construction Materials
856	4		_uhttps://doi.org/10.1016/j.cscm.2021.e00604 _yClick here to access online
942			_cJA _n0 _2ddc