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Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars

机译：用玻璃纤维增强聚合物（GFRP）棒加固的地缘混凝土梁的弯曲强度和可用性评价

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G.B. Maranan; A.C. Manalo; B. Benmokrane; W. Karunasena; P. Mendis;
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年度 2015
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1. Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars [J] . Maranan G. B., Manalo A. C., Benmokrane B., Engineering Structures . 2015,第OCTa15期

机译：玻璃纤维增强聚合物（GFRP）钢筋增强的地聚合物混凝土梁的抗弯强度和使用寿命
2. Flexural strength and serviceability evaluation of concrete beams reinforced with deformed GFRP bars [J] . Abdelkarim Omar I, Ahmed Ehab A., Mohamed Hamdy M., Engineering Structures . 2019,第MAYa1期

机译：GFRP变形钢筋混凝土梁的抗弯强度和使用寿命评估
3. Evaluation of the flexural strength and serviceability of concrete beams reinforced with different types of GFRP bars [J] . El-Nemr Amr, Ahmed Ehab A., El-Safty Adel, Engineering Structures . 2018,第OCTa15期

机译：不同类型玻璃纤维增强筋增强混凝土梁的抗弯强度和使用寿命
4. Flexural Behaviour of Reinforcd Concrete Beam with Glass Fiber Reinforced Polymer (GFRP) Bar Strengthened with Carbon Fiber Reinforced Polymer (CFRP) Plate [C] . Norhafizah Salleh, Abdul Rahman Mohd.Sam, Jamaludin Mohd Yatim International Conference on Green Materials and Environmental Engineering . 2014

机译：碳纤维增强聚合物（CFRP）板加固钢筋混凝土梁的弯曲行为（GFRP）棒
5. Evaluation of post-fire strength of concrete flexural members reinforced with glass fiber reinforced polymer (GFRP) bars. [D] . Ellis, Devon S. 2009

机译：评估玻璃纤维增强聚合物（GFRP）钢筋增强的混凝土抗弯构件的后强度。
6. Serviceability and Flexural Behavior of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer (BFRP) Bars Exposed to Harsh Conditions [O] . Hakem Alkhraisha, Haya Mhanna, Noor Tello, 2020

机译：用玄武岩纤维增强聚合物增强混凝土梁的可用性和弯曲行为（BFRP）暴露于苛刻条件
7. Comparison of the Flexural Performance and Behaviour of Fly-Ash-Based Geopolymer Concrete Beams Reinforced with CFRP and GFRP Bars [O] . Hemn Qader Ahmed, Dilshad Kakasor Jaf, Sinan Abdulkhaleq Yaseen 2020

机译：CFRP和GFRP棒加固粉煤灰基地缘混凝土梁的弯曲性能和行为的比较

Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars

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