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1. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure
by Tavassoli, Arjang
11/2013
This study presents experimental results from nine large-scale circular concrete columns reinforced with longitudinal and transverse glass fiber-reinforced... 
0543 | concrete column | GFRP reinforcement
Dissertation
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2. Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension
by Vint, Lisa
11/2012
A study of existing research shows a need for an investigation of the bond properties of anchorage systems for GFRP bars including; straight, anchor heads and... 
0543 | Pullout | Concrete | Bond | GFRP
Dissertation
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3. Investigation of Glass Fibre Reinforced Polymer Reinforcing Bars as Internal Reinforcement for Concrete Structures
by Johnson, David Tse Chuen
11/2009
A study of the existing data shows that two areas of GFRP bar research among others are in need of investigation, the first being behaviour of GFRP bars at... 
Reinforced Concrete | 0543 | GFRP
Dissertation
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4. Tension Stiffening and Cracking Behaviour of GFRP Reinforced Concrete
by Kharal, Zahra
06/2014
Glass Fibre-Reinforced Polymer (GFRP) bars offer a feasible alternative in locations where steel is not the suitable reinforcement; namely locations that are... 
concrete | 0543 | tension stiffening | crack spacing | GFRP
Dissertation
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5. Investigation of Glass Fibre Reinforced Polymer (GFRP) Bars as Internal Reinforcement for Concrete Structures
by Johnson, David Tse Chuen
06/2014
Glass Fibre Reinforced Polymer (GFRP) internal reinforcing bars are being increasingly considered as a potential corrosion free alternative to regular and... 
Reinforced Concrete | 0543 | Shear | Stirrup | GFRP
Dissertation
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6. Full Text Shear behaviour of geopolymer-concrete beams transversely reinforced with continuous rectangular GFRP composite spirals
by Maranan, G.B and Manalo, A.C and Benmokrane, B and Karunasena, W and Mendis, P and Nguyen, T.Q
Composite Structures, ISSN 0263-8223, 03/2018, Volume 187, pp. 454 - 465
This paper investigated the shear behaviour of geopolymer-concrete beams reinforced with continuous glass-fibre-reinforced polymer (GFRP) composite spirals.... 
Geopolymer-concrete beams | Glass-fibre-reinforced polymer (GFRP) bars | GFRP stirrups | Continuous GFRP spirals | Spirally-reinforced beam | POLYMER | MATERIALS SCIENCE, COMPOSITES | STRENGTH | BARS | Polymers | Analysis | Concrete
Journal Article
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7. Full Text Blast responses of concrete beams reinforced with GFRP bars: Experimental research and equivalent static analysis
by Liu, Sanfeng and Zhou, Jiannan and Zhou, Yinzhi and Zhang, Bei and Jin, Fengnian and Zheng, Qing and Fan, Hualin
Composite Structures, ISSN 0263-8223, 10/2019, Volume 226, p. 111271
The glass fiber reinforced polymer (GRFP) bars have advantages in corrosion resistance and high load bearing capacity. They can be used as reinforcements in... 
Concrete beam reinforced with GFRP bars | Blast loading | Damage | GFRP composite bar | Experiments
Journal Article
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8. Full Text Experimental and numerical analysis of GFRP frame structures. Part 2: Monotonic and cyclic sway behaviour of plane frames
by Martins, David and Figueiredo Sá, Mário and Almeida Gonilha, José and Ramôa Correia, João and Silvestre, Nuno and Gomes Ferreira, João
Composite Structures, ISSN 0263-8223, 07/2019, Volume 220, pp. 194 - 208
Part 1 [1] of this two-part paper presented an experimental study of the cyclic behaviour of a novel beam-to-column sleeve connection system for pultruded... 
Glass fibre reinforced polymer (GFRP) | Hysteresis modelling | Pultruded GFRP frames | GFRP-steel beam-to-column sleeve connections | Sway experimental tests | Monotonic behaviour | Cyclic behaviour | MATERIALS SCIENCE, COMPOSITES
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9. Full Text Effect of web reinforcement on the seismic response of concrete squat walls reinforced with glass-FRP bars
by Arafa, Ahmed and Farghaly, Ahmed Sabry and Benmokrane, Brahim
Engineering Structures, ISSN 0141-0296, 11/2018, Volume 174, pp. 712 - 723
Six full-scale concrete squat walls reinforced with glass-fiber-reinforced-polymer (GFRP) bars were tested to failure under quasi-static reversed cyclic... 
Squat walls | Glass-fiber-reinforced polymer (GFRP) | Seismic | Shear strength | Concrete | Web reinforcement | GFRP bar | ENGINEERING, CIVIL | BEHAVIOR | Polymers | Analysis
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10. Full Text Creep and creep buckling of pultruded glass-reinforced polymer members
by Harries, Kent A and Guo, Qi and Cardoso, Daniel
Composite Structures, ISSN 0263-8223, 12/2017, Volume 181, pp. 315 - 324
This paper presents the results of an experimental program investigating flexural creep and creep buckling behavior of pultruded glass fiber reinforce polymer... 
Creep | Pultruded glass fiber-reinforced polymer (GFRP) | Buckling | Creep Buckling | Pultruded glass fiber-reinforced polymer | BEHAVIOR | GFRP ELEMENTS | MATERIALS SCIENCE, COMPOSITES | COMPRESSION CREEP | COMPOSITES | GFRP | Polymers | Polymer industry
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11. Full Text Experimental and numerical study on dynamic scaling mechanism of glass fiber reinforced plastics pipeline
by Kuanhai, Deng and Yuanhua, Lin and Wei, Tang and Wangying, Liu
Composite Structures, ISSN 0263-8223, 10/2019, Volume 225, p. 111111
The test and evaluation method of dynamic scaling for crude oil transportation pipeline under oil field environment has been presented based on self-developed... 
Metal ion | Structure model | GFRP pipeline | Scaling mechanism | Dynamic experiment | Velocity | STRESS-CORROSION | BEHAVIOR | GFRP COMPOSITE | MATERIALS SCIENCE, COMPOSITES | ACOUSTIC-EMISSION | MECHANICS | ANTICORROSION PERFORMANCE | QUARTZ
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12. Test and numerical study on the bearing capacity of GFRP composite pile under lateral loadings
by Xu, Ning and Zhang, Jianwei and Li, Rongxiang
Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, ISSN 1674-4764, 10/2018, Volume 40, Issue 5, pp. 9 - 15
GFRP composite pile | Bearing capacity | Numerical analysis | Confined concrete | GFRP
Journal Article
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13. Numerical and experimental stress analysis of a composite leaf spring
by Katake, Kaveri A and Mankar, Sham H and Kale, Sandip A and Dabeer, Prakash S and Deshmukh, S.J
International Journal of Engineering and Technology, ISSN 2319-8613, 2016, Volume 8, Issue 5, pp. 2098 - 2104
GFRP | Leaf spring | CFRP
Journal Article
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14. Full Text Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment
by Wang, Zike and Zhao, Xiao-Ling and Xian, Guijun and Wu, Gang and Singh Raman, R.K and Al-Saadi, Saad and Haque, Asadul
Construction and Building Materials, ISSN 0950-0618, 05/2017, Volume 139, pp. 467 - 489
This paper presents a study on the long-term performance of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete... 
Long-term performance | GFRP | BFRP | Tensile strength | Seawater and sea sand concrete (SWSSC) | FRP | PERFORMANCE | MATERIALS SCIENCE, MULTIDISCIPLINARY | CARBON-FIBER | COMPOSITES | BOND DURABILITY | MECHANICAL-PROPERTIES | GFRP BARS | ENGINEERING, CIVIL | CONSTRUCTION & BUILDING TECHNOLOGY | CSM-LAMINATE | WATER | Polymers | Properties
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15. Full Text Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars
by Maranan, G.B and Manalo, A.C and Benmokrane, B and Karunasena, W and Mendis, P
Engineering Structures, ISSN 0141-0296, 06/2016, Volume 117, pp. 422 - 436
The behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with glass–fiber-reinforced-polymer... 
Hoops | Slender columns | Spirals | Geopolymer-concrete columns | Glass–fiber-reinforced polymer (GFRP) bars | Short columns | Glass-fiber-reinforced polymer (GFRP) bars | SHEAR DESIGN | BEAMS | PERFORMANCE | CONFINED CONCRETE | SERVICEABILITY | MODEL | HIGH-STRENGTH CONCRETE | ENGINEERING, CIVIL | FLEXURAL BEHAVIOR | Polymers | Concrete
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16. Full Text Study on the bearing capacity of GFRP composite pile under lateral load
by Xu, Ning and Zhang, Jianwei and Li, Rongxiang
Geotechnical Special Publication, ISSN 0895-0563, 2019, Volume 2018-, Issue 304, pp. 108 - 114
GFRP composite pile | Bearing capacity | Confined concrete | GFRP
Conference Proceeding
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17. Full Text Long-term behavior of GFRP reinforcing bars
by D'Antino, Tommaso and Pisani, Marco A
Composite Structures, ISSN 0263-8223, 11/2019, Volume 227, p. 111283
Glass fiber reinforced polymer (GFRP) bars represent a valid solution as internal reinforcement of concrete members for some particular applications. GFRP... 
Relaxation | GFRP bars | Long-term behavior | Creep | Experimental tests
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18. Full Text Prediction of the creep rupture strength of GFRP bars
by Rossini, Marco and Saqan, Elias and Nanni, Antonio
Construction and Building Materials, ISSN 0950-0618, 12/2019, Volume 227, p. 116620
The experimental portion of this study presents the results of an investigation into the unconditioned creep rupture strength of two different types of 12.7 mm... 
Design properties | Sustained load | Creep rupture | GFRP bar
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19. Full Text Study on the active confinement of GFRP-confined expansive concrete under axial compression
by Cao, Qi and Li, Huan and Lin, Zhibin
Construction and Building Materials, ISSN 0950-0618, 12/2019, Volume 227, p. 116683
Glass fiber reinforced polymer (GFRP) based tubes provide good passive confinement to enhance structural capacity and ductility. Literature has demonstrated... 
Active confinement | GFRP | Expansive concrete | Stress-strain curve
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20. Full Text Assessment of human-structure interaction on a lively lightweight GFRP footbridge
by Ahmadi, Ehsan and Caprani, Colin and Živanović, Stana and Heidarpour, Amin
Engineering Structures, ISSN 0141-0296, 11/2019, Volume 199, p. 109687
Human activities and occupancy can induce excessive structural vibrations. Human-structure interaction (HSI) can significantly affect responses. However, this... 
Vibration perception | Vibration | Human-structure interaction | GFRP | Footbridge | Force models
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