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Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles

Year 2016, Volume: 17 Issue: 3, 605 - 617, 03.10.2016
https://doi.org/10.18038/btda.86949

Abstract

The use of concrete filled fiber reinforced polymer (FRP) profiles for beams and columns has been studied extensively in recent years. Glass Fiber Reinforced polymers (GFRP) profiles are one of these materials. GFRP box profiles serve as formwork, and provide shear and flexural reinforcement in novel hybrid GFRP–concrete structural system. GFRP box profiles also protect the concrete and increase the strength of hybrid materials. This study presents results of an experimental study using concrete filled pultruded GFRP profiles. A series of compression tests were carried out to study the compression behavior of the proposed hybrid GFRP-concrete materials. Hybrid compression samples were fabricated and tested in three different strength classes. The results showed that compressive strength of hybrid material significantly increased when compared to reference samples.

References

  • Aydın, F. and Sarıbıyık, M. Investigation of flexural behaviors of hybrid beams formed with GFRP box section and concrete. Construction and Building Materials. 2013; 41:563–569.
  • Aydın, F. Investigation of Flexural Behavior of GFRP-Concrete-Steel Fiber Hybrid Beams. International Construction Congress. 11-13 October 2012; Isparta/ Turkey.
  • Won J.P., Yoon Y.N., Hong B.T., Choi T.J., Lee S.J. Durability characteristics of nano-GFRP composite reinforcing bars for concrete structures in moist and alkaline environments. Compos Struct; 2012; 94:1236-42. [4] Gonilha, J.A, Correia J.R, Branco, F.A. Dynamic response under pedestrian load of a GFRP– SFRSCC hybrid footbridge prototype: experimental tests and numerical simulation. Compos Struct; 2013; 95:453–63. [5] He, J., Liu Yuqing, Chen, A., Dai, L. Experimental investigation of movable hybrid GFRP and concrete bridge deck. Constr Build Mater; 2012; 26:49-64.
  • Cripps, A. Fiber Reinforced Polymer Composites in Construction, Construction Industry Research & Information Association (CIRIA), 2002.
  • Ayman, M. Composites: Construction Materials for the New Era, Advance Polymer Composites for Structural Applications in Construction (ACIC), 2004; pp. 45-58.
  • Bank, L.C. Application of FRP Composites to Bridges in the USA. Proceedings of the International Colloquium on Application of FRP to Bridges. 2006; Tokyo, Japan.
  • Emmons, P.H., Vaysburg, A. M. and Thomas, J. Strengthening of Concrete Structures. Part II. Advanced Composites. ACI Concrete International. 1998; Vol. 20, No. 4, pp. 56-60.
  • Weıjian, Y. and Hung, H. Experimental Study on The Flexural Behavior of Beams Strengthened with CFRP Laminates. Proc. of the International Conference on FRP. Composites in Civil Engineering. Hong Kong, China. 2001; 12-15. pp. 399-405.
  • Koksal, H.O. Doran, A. and Turgay, T. A Practical Approach for Modeling FRP Wrapped Concrete Columns. Construction and Building Materials. 2009; 23(3):1429-1437.
  • Clarke, JL. Strengthening Concrete Structures with Fibre Composites, Struct Build; 2003; 156(1):49–50.
  • Teng, J.G., Chen, Jf, Smıth, St., Lam, L. FRP Strengthened RC Structures. John Wiley, 2002.
  • Adi, M.N.S. Behaviour of FRP Wrapped Normal Strength Concrete Columns Under Eccentric Loading. Composite Structures. 2006; 72:503-511.
  • Karbhari, V.M. Durability of Advanced Polymer Composites in the Civil Infrastructure, Advance Polymer Composites for Structural Applications in Construction (ACIC). 2004; pp.31-38.
  • Hota, V.S. G., Vıjay, P.V. and Narendra, T. Reinforced Concrete Design with FRP Composites. CRC Press, 2007. [17] Hong, W.K., Kım, H.C. and Yoon, S.H. Experiment of Compressive Strength Enhancement of Circular Concrete Column Confined By Carbon Tubes. KCI Concrete Journal 2002; 14:4. 19-144.
  • Yu T., Wong, Y.L., Teng, J.G., Dong, S.L. and Lam, E.S.S. Flexural Behavior of Hybrid FRP- Concrete-Steel Double-Skin Tubular Members. Journal of Composites for Construction. ASCE 2006; pp. 443-452.
  • Becque, J., Patnaik, A. K. and Rizkalla, S. H. Analytical Models for Concrete Confined With FRP Tubes. J. Compos. Constr., 2003; 7-1:31-38.
  • Fam, A.Z. and Rizkalla. S.H., Confinement Model for Axially Loaded Concrete Confined by Circular FRP Tubes. ACI Structural Journal. 2001; 98(4):251-461.
  • Mirmiran, A. and Shahawy. Behavior of Concrete Columns Confined by Fiber Composites. J. Struct. Eng. 1997; 123: 583-590.
  • Bank, L.C.. Composites for Construction Structural Design with FRP Materials. Wiley, New Jersey, 2006.
  • Hollaway, L.C. Advance Polymer Composites and Polymers in the Civil Infrastructure. Elsevier Science, First edition, 2001.
  • Fam, A., Schnerch, D. and Rizkalla, S. Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural Axial Loading: Experimental Investigation. Journal of Composites for Construction. 2005; Vol. 9, No. 1.
  • Schaumann, E. Hybrid FRP-Lightweight Concrete Sandwich System for Engineering Structures. PhD thesis. 2008. [26] Halliwell, S.M. and Reynolds, T. Effective Use of Fibre Reinforced Polymer Materials in Construction. BRE Centre for Composites in Construction. London, 2004.
  • ASTM D 3171–09. Standard Test Methods for Constituent Content of Composite Materials. ASTM (American Society for Testing and Materials), 2009.
  • ASTM D 3039 M-08. Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials. ASTM (American Society for Testing and Materials), 2007.
  • TS EN ISO 527-4. Plastics - Determination of tensile properties - Part 4: Test conditions for isotropic and orthotropic fibre-reinforced plastic composites. Turkish Standards Institution, 2007.
  • TS EN ISO 527-5. Plastics - Determination of tensile properties - Part 5: Test conditions for unidirectional fibre-reinforced plastic composites. Turkish Standards Institution, 2010.
  • TS 3323. Concrete-Making, accelerated curing and testing concrete compression test specimens. Turkish Standards Institution, 2012.
  • TS 1247. Mixing, Placing and Curing of Concrete (Normal Weather Conditions). Turkish Standards Institution, 1984.

COMPRESSIVE BEHAVIOR OF CONCRETE FILLED GLASS FIBER REINFORCED POLYMER (GFRP) BOX PROFILES

Year 2016, Volume: 17 Issue: 3, 605 - 617, 03.10.2016
https://doi.org/10.18038/btda.86949

Abstract

References

  • Aydın, F. and Sarıbıyık, M. Investigation of flexural behaviors of hybrid beams formed with GFRP box section and concrete. Construction and Building Materials. 2013; 41:563–569.
  • Aydın, F. Investigation of Flexural Behavior of GFRP-Concrete-Steel Fiber Hybrid Beams. International Construction Congress. 11-13 October 2012; Isparta/ Turkey.
  • Won J.P., Yoon Y.N., Hong B.T., Choi T.J., Lee S.J. Durability characteristics of nano-GFRP composite reinforcing bars for concrete structures in moist and alkaline environments. Compos Struct; 2012; 94:1236-42. [4] Gonilha, J.A, Correia J.R, Branco, F.A. Dynamic response under pedestrian load of a GFRP– SFRSCC hybrid footbridge prototype: experimental tests and numerical simulation. Compos Struct; 2013; 95:453–63. [5] He, J., Liu Yuqing, Chen, A., Dai, L. Experimental investigation of movable hybrid GFRP and concrete bridge deck. Constr Build Mater; 2012; 26:49-64.
  • Cripps, A. Fiber Reinforced Polymer Composites in Construction, Construction Industry Research & Information Association (CIRIA), 2002.
  • Ayman, M. Composites: Construction Materials for the New Era, Advance Polymer Composites for Structural Applications in Construction (ACIC), 2004; pp. 45-58.
  • Bank, L.C. Application of FRP Composites to Bridges in the USA. Proceedings of the International Colloquium on Application of FRP to Bridges. 2006; Tokyo, Japan.
  • Emmons, P.H., Vaysburg, A. M. and Thomas, J. Strengthening of Concrete Structures. Part II. Advanced Composites. ACI Concrete International. 1998; Vol. 20, No. 4, pp. 56-60.
  • Weıjian, Y. and Hung, H. Experimental Study on The Flexural Behavior of Beams Strengthened with CFRP Laminates. Proc. of the International Conference on FRP. Composites in Civil Engineering. Hong Kong, China. 2001; 12-15. pp. 399-405.
  • Koksal, H.O. Doran, A. and Turgay, T. A Practical Approach for Modeling FRP Wrapped Concrete Columns. Construction and Building Materials. 2009; 23(3):1429-1437.
  • Clarke, JL. Strengthening Concrete Structures with Fibre Composites, Struct Build; 2003; 156(1):49–50.
  • Teng, J.G., Chen, Jf, Smıth, St., Lam, L. FRP Strengthened RC Structures. John Wiley, 2002.
  • Adi, M.N.S. Behaviour of FRP Wrapped Normal Strength Concrete Columns Under Eccentric Loading. Composite Structures. 2006; 72:503-511.
  • Karbhari, V.M. Durability of Advanced Polymer Composites in the Civil Infrastructure, Advance Polymer Composites for Structural Applications in Construction (ACIC). 2004; pp.31-38.
  • Hota, V.S. G., Vıjay, P.V. and Narendra, T. Reinforced Concrete Design with FRP Composites. CRC Press, 2007. [17] Hong, W.K., Kım, H.C. and Yoon, S.H. Experiment of Compressive Strength Enhancement of Circular Concrete Column Confined By Carbon Tubes. KCI Concrete Journal 2002; 14:4. 19-144.
  • Yu T., Wong, Y.L., Teng, J.G., Dong, S.L. and Lam, E.S.S. Flexural Behavior of Hybrid FRP- Concrete-Steel Double-Skin Tubular Members. Journal of Composites for Construction. ASCE 2006; pp. 443-452.
  • Becque, J., Patnaik, A. K. and Rizkalla, S. H. Analytical Models for Concrete Confined With FRP Tubes. J. Compos. Constr., 2003; 7-1:31-38.
  • Fam, A.Z. and Rizkalla. S.H., Confinement Model for Axially Loaded Concrete Confined by Circular FRP Tubes. ACI Structural Journal. 2001; 98(4):251-461.
  • Mirmiran, A. and Shahawy. Behavior of Concrete Columns Confined by Fiber Composites. J. Struct. Eng. 1997; 123: 583-590.
  • Bank, L.C.. Composites for Construction Structural Design with FRP Materials. Wiley, New Jersey, 2006.
  • Hollaway, L.C. Advance Polymer Composites and Polymers in the Civil Infrastructure. Elsevier Science, First edition, 2001.
  • Fam, A., Schnerch, D. and Rizkalla, S. Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural Axial Loading: Experimental Investigation. Journal of Composites for Construction. 2005; Vol. 9, No. 1.
  • Schaumann, E. Hybrid FRP-Lightweight Concrete Sandwich System for Engineering Structures. PhD thesis. 2008. [26] Halliwell, S.M. and Reynolds, T. Effective Use of Fibre Reinforced Polymer Materials in Construction. BRE Centre for Composites in Construction. London, 2004.
  • ASTM D 3171–09. Standard Test Methods for Constituent Content of Composite Materials. ASTM (American Society for Testing and Materials), 2009.
  • ASTM D 3039 M-08. Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials. ASTM (American Society for Testing and Materials), 2007.
  • TS EN ISO 527-4. Plastics - Determination of tensile properties - Part 4: Test conditions for isotropic and orthotropic fibre-reinforced plastic composites. Turkish Standards Institution, 2007.
  • TS EN ISO 527-5. Plastics - Determination of tensile properties - Part 5: Test conditions for unidirectional fibre-reinforced plastic composites. Turkish Standards Institution, 2010.
  • TS 3323. Concrete-Making, accelerated curing and testing concrete compression test specimens. Turkish Standards Institution, 2012.
  • TS 1247. Mixing, Placing and Curing of Concrete (Normal Weather Conditions). Turkish Standards Institution, 1984.
There are 28 citations in total.

Details

Journal Section Articles
Authors

Ferhat Aydın

Publication Date October 3, 2016
Published in Issue Year 2016 Volume: 17 Issue: 3

Cite

APA Aydın, F. (2016). Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering, 17(3), 605-617. https://doi.org/10.18038/btda.86949
AMA Aydın F. Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles. AUJST-A. October 2016;17(3):605-617. doi:10.18038/btda.86949
Chicago Aydın, Ferhat. “Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles”. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 17, no. 3 (October 2016): 605-17. https://doi.org/10.18038/btda.86949.
EndNote Aydın F (October 1, 2016) Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 17 3 605–617.
IEEE F. Aydın, “Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles”, AUJST-A, vol. 17, no. 3, pp. 605–617, 2016, doi: 10.18038/btda.86949.
ISNAD Aydın, Ferhat. “Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles”. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering 17/3 (October 2016), 605-617. https://doi.org/10.18038/btda.86949.
JAMA Aydın F. Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles. AUJST-A. 2016;17:605–617.
MLA Aydın, Ferhat. “Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles”. Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering, vol. 17, no. 3, 2016, pp. 605-17, doi:10.18038/btda.86949.
Vancouver Aydın F. Compressive Behavior of Concrete Filled Glass Fiber Reinforced Polymer (GFRP) Box Profiles. AUJST-A. 2016;17(3):605-17.