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Connections of Fibre Reinforced Polymer to Steel Members: Experiments

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Composites for Building Assembly

Part of the book series: Springer Tracts in Civil Engineering ((SPRTRCIENG))

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Abstract

Timber and steel studs or posts are commonly used in wall constructions for buildings. In this context and with the results from previous chapters, pultruded glass fibre reinforced polymer (GFRP) studs may provide an alternative solution considering their light weight and improved durability. However, integrating the GFRP wall studs to a steel frame structure is challenging, as proper connection methods are required. A sleeve connection was proposed and examined in this chapter for wall studs to steel beams. Pultruded GFRP stud was fastened to the sleeve connector by one of three methods: ordinary bolt, one-sided bolt and adhesive bond. The connector was then fastened to the steel beam through ordinary bolts. Connections with conventional steel angles were also prepared for comparison purpose. A series of moment-rotation experiments were conducted on these stud-to-beam connections. In addition, two stud lengths were designed in order to study the connection behaviour under shear force dominant loading and moment dominant loading conditions. Experimental results were obtained including failure mode, moment-rotation response, shear-rotation response, joint rotational stiffness and capacity. It was found that the bonded sleeve connection outperformed all the other connections and was classified as a rigid and partial strength connection.

Reprinted from Composites Part B: Engineering, 95, Chao Wu, Zhujing Zhang, Yu Bai, Connections of tubular GFRP wall studs to steel beams for building construction, 64–75, Copyright 2016, with permission from Elsevier.

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References

  1. Manalo A (2013) Structural behaviour of a prefabricated composite wall system made from rigid polyurethane foam and magnesium oxide board. Constr Build Mater 41:642–653

    Article  Google Scholar 

  2. Schafer BW (2011) Cold-formed steel structures around the world. Steel Constr 4(3):141–149

    Article  Google Scholar 

  3. Habashi HR, Alinia MM (2010) Characteristics of the wall-frame interaction in steel plate shear walls. J Constr Steel Res 66(2):150–158

    Article  Google Scholar 

  4. Frenette CD, Bulle C, Beauregard R, Salenikovich A, Dominique D (2010) Using life cycle assessment to derive an environmental index for light-frame wood wall assemblies. Build Environ 45(10):2111–2122

    Article  Google Scholar 

  5. Sotiropoulos S, GangaRao H, Mongi A (1994) Theoretical and experimental evaluation of FRP components and systems. J Struct Eng 120(2):464–485

    Article  Google Scholar 

  6. Dawood M, Taylor E, Ballew W, Rizkalla S (2010) Static and fatigue bending behavior of pultruded GFRP sandwich panels with through-thickness fiber insertions. Compos B Eng 41(5):363–374

    Article  Google Scholar 

  7. Evernden MC, Mottram JT (2012) A case for houses to be constructed of fibre reinforced polymer components. Proc ICE-Constr Mater 165(1):3–13

    Article  Google Scholar 

  8. Fang H, Sun H, Liu W, Wang L, Bai Y, Hui D (2015) Mechanical performance of innovative GFRP-bamboo-wood sandwich beams: experimental and modelling investigation. Compos B Eng 79:182–196

    Article  Google Scholar 

  9. Hutchinson JA, Singleton MJ (2007) Startlink composite housing. Advanced composites for construction (ACIC 2007). University of Bath

    Google Scholar 

  10. Halliwell S (2010) Technical papers: FRPs-the environmental agenda. Adv Struct Eng 13(5):783–791

    Article  Google Scholar 

  11. Hollaway LC (2010) A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties. Constr Build Mater 24(12):2419–2445

    Article  Google Scholar 

  12. Bakis CE, Bank LC, Brown V, Cosenza E, Davalos JF, Lesko JJ, Machida A, Rizkalla SH, Triantafillou TC (2002) Fiber-reinforced polymer composites for construction-state-of-the-art review. J Compos Constr 6(2):73–87

    Article  Google Scholar 

  13. Dhand V, Mittal G, Rhee KY, Park SJ, Hui D (2015) A short review on basalt fiber reinforced polymer composites. Compos B Eng 73:166–180

    Article  Google Scholar 

  14. Wu HC, Yan A (2013) Durability simulation of FRP bridge decks subject to weathering. Compos B Eng 51:162–168

    Article  Google Scholar 

  15. Bai Y, Keller T, Correia JR, Branco FA, Ferreira JG (2010) Fire protection systems for building floors made of pultruded GFRP profiles–Part 2: modeling of thermomechanical responses. Compos B Eng 41(8):630–636

    Article  Google Scholar 

  16. Wu C, Bai Y (2014) Web crippling behaviour of pultruded glass fibre reinforced polymer sections. Compos Struct 108:789–800

    Article  Google Scholar 

  17. Wu C, Bai Y, Zhao XL (2015) Improved bearing capacities of pultruded glass fibre reinforced polymer square hollow sections strengthened by thin-walled steel or CFRP. Thin-Walled Structures 89:67–75

    Article  Google Scholar 

  18. Keller T (2003) Use of fiber reinforced polymers in bridge construction, Structural engineering documents 7. International Association for Bridge and Structural Engineering (IABSE), Zurich, Switzerland

    Google Scholar 

  19. Bank LC (2006) Composites for construction: structural design with FRP materials. John Wiley & Sons, Hoboken

    Book  Google Scholar 

  20. Bai JP (2013) Advanced fibre-reinforced polymer (FRP) composites for structural applications. Elsevier

    Book  Google Scholar 

  21. Hollaway LC (1993) Polymer composites for civil and structural engineering. Chapman & Hall, London

    Book  Google Scholar 

  22. Keller T, de Castro J (2005) System ductility and redundancy of FRP beam structures with ductile adhesive joints. Compos B Eng 36(8):586–596

    Article  Google Scholar 

  23. Wu C, Bai Y, Mottram JT (2015) Effect of elevated temperatures on the mechanical performance of pultruded FRP joints with a single ordinary or blind bolt. ASCE J Compos Constr 20(2)

    Google Scholar 

  24. Hejll A, Täljsten B, Motavalli M (2005) Large scale hybrid FRP composite girders for use in bridge structures—theory, test and field application. Compos B Eng 36(8):573–585

    Article  Google Scholar 

  25. Satasivam S, Bai Y (2014) Mechanical performance of bolted modular GFRP composite sandwich structures using standard and blind bolts. Compos Struct 117:59–70

    Article  Google Scholar 

  26. Satasivam S, Bai Y, Zhao XL (2014) Adhesively bonded modular GFRP web-flange sandwich for building floor construction. Compos Struct 111:381–392

    Article  Google Scholar 

  27. Mottram JT, Zheng Y (1996) State-of-the-art review on the design of beam-to-column connections for pultruded frames. Compos Struct 35(4):387–401

    Article  Google Scholar 

  28. Bank LC, Mosallam AS, McCoy GT (1994) Design and performance of connections for pultruded frame structures. J Reinf Plast Compos 13(3):199–212

    Article  Google Scholar 

  29. Carrion JE, Hjelmstad KD, LaFave JM (2005) Finite element study of composite cuff connections for pultruded box sections. Compos Struct 70(2):153–169

    Article  Google Scholar 

  30. Mosallam AS, Abdelhamid MK, Conway JH (1994) Performance of pultruded FRP connections under static and dynamic loads. J Reinf Plast Compos 13(5):386–407

    Article  Google Scholar 

  31. Smith SJ, Parsons ID, Hjelmstad KD (1998) An experimental study of the behavior of connections for pultruded GFRP I-beams and rectangular tubes. Compos Struct 42(3):281–290

    Article  Google Scholar 

  32. Wu C, Feng P, Bai Y (2015) Comparative study on static and fatigue performances of pultruded gfrp joints using ordinary and blind bolts. J Compos Constr 19(4):04014065

    Article  Google Scholar 

  33. Bank LC, Mosallam AS, Gonsior HE (1990) Beam-to-column connections for pultruded FRP structures. In: Proceedings of the 1st Materials Engineering Congress, Materials Engineering Division. Denver, Colorado, United States

    Google Scholar 

  34. Bank LC, Yin J, Moore L, Evans DJ, Allison RW (1996) Experimental and numerical evaluation of beam-to-column connections for pultruded structures. J Reinf Plast Compos 15(10):1052–1067

    Article  Google Scholar 

  35. Mosallam AS, Bank LC (1992) Short term behavior of pultruded fiber reinforced plastic frame. J Struct Eng 118(7):1937–1954

    Article  Google Scholar 

  36. Mosallam AS (1995) Connection and reinforcement design details for pultruded fiber reinforced plastic (PFRP) composite structures. J Reinf Plast Compos 14(7):752–784

    Article  Google Scholar 

  37. Smith S, Parsons I, Hjelmstad K (1999) Experimental comparisons of connections for GFRP pultruded frames. J Compos Constr 3(1):20–26

    Article  Google Scholar 

  38. Mottram JT, Zheng Y (1999) Further tests on beam-to-column connections for pultruded frames: web-cleated. J Compos Constr 3(1):3–11

    Article  Google Scholar 

  39. Mottram JT, Zheng Y (1999) Further tests of beam-to-column connections for pultruded frames: flange-cleated. J Compos Constr 3(3):108–116

    Article  Google Scholar 

  40. Smith S, Parsons I, Hjelmstad K (1999) Finite-element and simplified models of GFRP connections. J Struct Eng 125(7):749–756

    Article  Google Scholar 

  41. Singamsethi S, LaFave J, Hjelmstad K (2005) Fabrication and testing of cuff connections for GFRP box sections. J Compos Constr 9(6):536–544

    Article  Google Scholar 

  42. Bai Y, Yang X (2013) Novel joint for assembly of all-composite space truss structures: conceptual design and preliminary study. J Compos Constr 17(1):130–138

    Article  Google Scholar 

  43. Luo FJ, Bai Y, Yang X, Lu Y (2015) Bolted sleeve joints for connecting pultruded FRP tubular components. J Compos Constr 20(1)

    Google Scholar 

  44. AS 4100-1998 (1998) Steel structures. Standards Association of Australia, Sydney, Australia

    Google Scholar 

  45. Eurocomp Designe Code and Handbook (1996) Structural design of polymer composites. The European Structural Polymeric Composites Group. ISBN 0419194509

    Google Scholar 

  46. Technical Document CNR-DT 205/2007 (2008) Guide for the Design and Construction of Structures made of FRP Pultruded Elements. Italian National Research Council (CNR), Rome

    Google Scholar 

  47. Chamers RE (1997) ASCE design standard for pultruded fiber-reinforced-plastic (FRP) structures. J Compos Constr 1(1):26–38

    Article  Google Scholar 

  48. ASTM D3039/D3039M-08 (2008) Standard test method for tensile properties of polymer matrix composite materials. West Conshohocken, United States

    Google Scholar 

  49. ASTM D2344/D2344M-00 (2006) Standard test method for short-beam strength of polymer matrix composite materials and their laminates. West Conshohocken, United States

    Google Scholar 

  50. ASTM D3171-15 (2015) Standard test methods for constituent content of composite materials, ASTM International. West Conshohocken, United States

    Google Scholar 

  51. ASTM E8/E8M-15a (2015) Standard test methods for tension testing of metallic materials. West Conshohocken, United States

    Google Scholar 

  52. ASTM F436-11 (2011) Standard specification for hardened steel washers. West Conshohocken, United States

    Google Scholar 

  53. AS 1112.1-2000 (2000) ISO metric hexagon nuts. Part 1: Style 1-Product grades A and B. Standards Association of Australia, Sydney, Australia

    Google Scholar 

  54. Wu C, Zhao XL, Duan WH, Al-Mahaidi R (2012) Bond characteristics between ultra high modulus CFRP laminates and steel. Thin-Walled Struct 51:147–157

    Article  Google Scholar 

  55. Turvey GJ, Cooper C (2004) Review of tests on bolted joints between pultruded GRP profiles. Proc ICE-Struct Build 157(3):211–233

    Article  Google Scholar 

  56. Turvey GJ, Cooper C (2000) Semi-rigid column base connections in pultruded GRP frame structures. Comput Struct 76(1–3):77–88

    Article  Google Scholar 

  57. Eurocode 3 (2005) Design of steel structures. Part 1.8: Design of joints. EN-1993-1-8. European Committee for Standardization, Brussels

    Google Scholar 

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Authors and Affiliations

  1. Department of Civil Engineering, Monash University, Clayton, Australia

    Chao Wu, Zhujing Zhang & Yu Bai

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  1. Chao Wu
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  2. Zhujing Zhang
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  3. Yu Bai
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Correspondence to Yu Bai .

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  1. Department of Civil Engineering, Monash University, Clayton, Australia

    Yu Bai

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Wu, C., Zhang, Z., Bai, Y. (2023). Connections of Fibre Reinforced Polymer to Steel Members: Experiments. In: Bai, Y. (eds) Composites for Building Assembly . Springer Tracts in Civil Engineering . Springer, Singapore. https://doi.org/10.1007/978-981-19-4278-5_9

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  • DOI: https://doi.org/10.1007/978-981-19-4278-5_9

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