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2023 | OriginalPaper | Chapter

12. Joint Capacity of Bonded Sleeve Connections for Tubular Fibre Reinforced Polymer Members

Authors : Chengyu Qiu, Peng Feng, Yue Yang, Lei Zhu, Yu Bai

Published in: Composites for Building Assembly

Publisher: Springer Nature Singapore

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Abstract

Bonded sleeve joints formed by telescoping a steel tube connector for bolt-fastening have been shown as effective means for assembling tubular fibre reinforced polymer (FRP) members into more complex structures such as planar or space frames. A theoretical formulation is developed in this chapter to estimate the capacity of such joints in axial loading for circular tube sections and the predictions are validated by experimental results covering various section sizes and bond lengths. The formulation is based on the bilinear bond-slip constitutive relationship considering elastic, softening and debonding behaviour at the adhesive bonding region. Finite element (FE) analysis is also conducted to estimate the joint capacity and to describe shear stress distribution in the adhesive layer, validating the theoretic results. The theoretical formulation is therefore further used to study the effects of design parameters including bond length and adherend stiffness ratio, again validated by FE results. An effective bond length can be calculated by the theoretical formulation for the joint capacity at both the elastic limit and the ultimate state. Given a bond length, an optimal adherend stiffness ratio can also be identified to achieve the maximum joint capacity at the elastic limit or the ultimate state.

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Literature
1.
go back to reference Bakis C, Bank LC, Brown V, Cosenza E, Davalos J, Lesko J et al (2002) Fiber-reinforced polymer composites for construction-state-of-the-art review. J Compos Constr 6(2):73–87CrossRef Bakis C, Bank LC, Brown V, Cosenza E, Davalos J, Lesko J et al (2002) Fiber-reinforced polymer composites for construction-state-of-the-art review. J Compos Constr 6(2):73–87CrossRef
2.
go back to reference Hollaway L (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):2419–2445CrossRef Hollaway L (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):2419–2445CrossRef
3.
go back to reference Nagaraj V, GangaRao HV (1997) Static behavior of pultruded GFRP beams. J Compos Constr 1(3):120–129CrossRef Nagaraj V, GangaRao HV (1997) Static behavior of pultruded GFRP beams. J Compos Constr 1(3):120–129CrossRef
4.
go back to reference Di Tommaso A, Russo S (2003) Shape influence in buckling of GFRP pultruded columns. Mech Compos Mater 39(4):329–340CrossRef Di Tommaso A, Russo S (2003) Shape influence in buckling of GFRP pultruded columns. Mech Compos Mater 39(4):329–340CrossRef
5.
go back to reference Keller T, Schollmayer M (2004) Plate bending behavior of a pultruded GFRP bridge deck system. Compos Struct 64(3):285–295CrossRef Keller T, Schollmayer M (2004) Plate bending behavior of a pultruded GFRP bridge deck system. Compos Struct 64(3):285–295CrossRef
6.
go back to reference Bank LC (2006) Composites for construction: structural design with FRP materials. Wiley, New YorkCrossRef Bank LC (2006) Composites for construction: structural design with FRP materials. Wiley, New YorkCrossRef
7.
go back to reference Meyer R (2012) Handbook of pultrusion technology. Springer Science & Business Media Meyer R (2012) Handbook of pultrusion technology. Springer Science & Business Media
8.
go back to reference Bank LC, Gentry TR, Nuss KH, Hurd SH, Lamanna AJ, Duich SJ et al (2000) Construction of a pultruded composite structure: case study. J Compos Constr 4(3):112–119CrossRef Bank LC, Gentry TR, Nuss KH, Hurd SH, Lamanna AJ, Duich SJ et al (2000) Construction of a pultruded composite structure: case study. J Compos Constr 4(3):112–119CrossRef
9.
go back to reference Keller T (2003) Use of fibre reinforced polymers in bridge construction. International Association for Bridge and Structural Engineering (IABSE), Zurich Keller T (2003) Use of fibre reinforced polymers in bridge construction. International Association for Bridge and Structural Engineering (IABSE), Zurich
10.
go back to reference Turner MK, Harries KA, Petrou MF, Rizos D (2004) In situ structural evaluation of a GFRP bridge deck system. Compos Struct 65(2):157–165CrossRef Turner MK, Harries KA, Petrou MF, Rizos D (2004) In situ structural evaluation of a GFRP bridge deck system. Compos Struct 65(2):157–165CrossRef
11.
go back to reference Zou X, Feng P, Wang J (2016) Perforated FRP ribs for shear connecting of FRP-concrete hybrid beams/decks. Compos Struct 152:267–276CrossRef Zou X, Feng P, Wang J (2016) Perforated FRP ribs for shear connecting of FRP-concrete hybrid beams/decks. Compos Struct 152:267–276CrossRef
12.
go back to reference Benmokrane B, El-Salakawy E, El-Gamal S, Goulet S (2007) Construction and testing of an innovative concrete bridge deck totally reinforced with glass FRP bars: Val-Alain Bridge on Highway 20 East. J Bridg Eng 12(5):632–645CrossRef Benmokrane B, El-Salakawy E, El-Gamal S, Goulet S (2007) Construction and testing of an innovative concrete bridge deck totally reinforced with glass FRP bars: Val-Alain Bridge on Highway 20 East. J Bridg Eng 12(5):632–645CrossRef
13.
go back to reference Keller T, Haas C, Vallée T (2008) Structural concept, design, and experimental verification of a glass fiber-reinforced polymer sandwich roof structure. J Compos Constr 12(4):454–468CrossRef Keller T, Haas C, Vallée T (2008) Structural concept, design, and experimental verification of a glass fiber-reinforced polymer sandwich roof structure. J Compos Constr 12(4):454–468CrossRef
14.
go back to reference Hagio H, Utsumi Y, Kimura K, Takahashi K, Itohiya G, Tazawa H (2003) Development of space truss structure using glass fiber reinforced plastics. In: Proceedings: advanced materials for construction of bridges, buildings, and other structures III, Davos, Switzerland. ECI Digital Archives Hagio H, Utsumi Y, Kimura K, Takahashi K, Itohiya G, Tazawa H (2003) Development of space truss structure using glass fiber reinforced plastics. In: Proceedings: advanced materials for construction of bridges, buildings, and other structures III, Davos, Switzerland. ECI Digital Archives
15.
go back to reference Awad ZK, Aravinthan T, Zhuge Y (2012) Experimental and numerical analysis of an innovative GFRP sandwich floor panel under point load. Eng Struct 41:126–135CrossRef Awad ZK, Aravinthan T, Zhuge Y (2012) Experimental and numerical analysis of an innovative GFRP sandwich floor panel under point load. Eng Struct 41:126–135CrossRef
16.
go back to reference Satasivam S, Bai Y, Zhao X-L (2014) Adhesively bonded modular GFRP web–flange sandwich for building floor construction. Compos Struct 111:381–392CrossRef Satasivam S, Bai Y, Zhao X-L (2014) Adhesively bonded modular GFRP web–flange sandwich for building floor construction. Compos Struct 111:381–392CrossRef
17.
go back to reference Satasivam S, Bai Y (2014) Mechanical performance of bolted modular GFRP composite sandwich structures using standard and blind bolts. Compos Struct 117:59–70CrossRef Satasivam S, Bai Y (2014) Mechanical performance of bolted modular GFRP composite sandwich structures using standard and blind bolts. Compos Struct 117:59–70CrossRef
18.
go back to reference Feng P, Cheng S, Bai Y et al (2015) Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression. Compos Struct 123:312–324CrossRef Feng P, Cheng S, Bai Y et al (2015) Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression. Compos Struct 123:312–324CrossRef
19.
go back to reference Feng P, Zhang Y, Bai Y, Ye L (2013) Combination of bamboo filling and FRP wrapping to strengthen steel members in compression. J Compos Constr 17(3):347–356CrossRef Feng P, Zhang Y, Bai Y, Ye L (2013) Combination of bamboo filling and FRP wrapping to strengthen steel members in compression. J Compos Constr 17(3):347–356CrossRef
20.
go back to reference Feng P, Zhang Y, Bai Y, Ye L (2013) Strengthening of steel members in compression by mortar-filled FRP tubes. Thin-Walled Struct 64(64):1–12CrossRef Feng P, Zhang Y, Bai Y, Ye L (2013) Strengthening of steel members in compression by mortar-filled FRP tubes. Thin-Walled Struct 64(64):1–12CrossRef
21.
go back to reference Smith S, Parsons I, Hjelmstad K (1998) An experimental study of the behavior of connections for pultruded GFRP I-beams and rectangular tubes. Compos Struct 42(3):281–290CrossRef Smith S, Parsons I, Hjelmstad K (1998) An experimental study of the behavior of connections for pultruded GFRP I-beams and rectangular tubes. Compos Struct 42(3):281–290CrossRef
22.
go back to reference Smith S, Parsons I, Hjelmstad K (1999) Experimental comparisons of connections for GFRP pultruded frames. J Compos Constr 3(1):20–26CrossRef Smith S, Parsons I, Hjelmstad K (1999) Experimental comparisons of connections for GFRP pultruded frames. J Compos Constr 3(1):20–26CrossRef
23.
go back to reference Singamsethi S, LaFave J, Hjelmstad K (2005) Fabrication and testing of cuff connections for GFRP box sections. J Compos Constr 9(6):536–544CrossRef Singamsethi S, LaFave J, Hjelmstad K (2005) Fabrication and testing of cuff connections for GFRP box sections. J Compos Constr 9(6):536–544CrossRef
24.
go back to reference Yang X, Bai Y, Luo FJ, Zhao X-L, He X (2016) Fiber-reinforced polymer composite members with adhesive bonded sleeve joints for space frame structures. J Mater Civ Eng 29(2) Yang X, Bai Y, Luo FJ, Zhao X-L, He X (2016) Fiber-reinforced polymer composite members with adhesive bonded sleeve joints for space frame structures. J Mater Civ Eng 29(2)
25.
go back to reference Yang X, Bai Y, Ding F (2015) Structural performance of a large-scale space frame assembled using pultruded GFRP composites. Compos Struct 133:986–996CrossRef Yang X, Bai Y, Ding F (2015) Structural performance of a large-scale space frame assembled using pultruded GFRP composites. Compos Struct 133:986–996CrossRef
26.
go back to reference Luo FJ, Bai Y, Yang X, Lu Y (2015) Bolted sleeve joints for connecting pultruded FRP tubular components. J Compos Constr 20(1) Luo FJ, Bai Y, Yang X, Lu Y (2015) Bolted sleeve joints for connecting pultruded FRP tubular components. J Compos Constr 20(1)
27.
go back to reference Luo FJ, Yang X, Bai Y (2015) Member capacity of pultruded GFRP tubular profile with bolted sleeve joints for assembly of latticed structures. J Compos Constr 20(3) Luo FJ, Yang X, Bai Y (2015) Member capacity of pultruded GFRP tubular profile with bolted sleeve joints for assembly of latticed structures. J Compos Constr 20(3)
28.
go back to reference Wu C, Zhang Z, Bai Y (2016) Connections of tubular GFRP wall studs to steel beams for building construction. Compos Part B: Eng 95:64–75CrossRef Wu C, Zhang Z, Bai Y (2016) Connections of tubular GFRP wall studs to steel beams for building construction. Compos Part B: Eng 95:64–75CrossRef
29.
go back to reference Volkersen O (1938) Die Nietkraftverteilung in zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschnitten. Luftfahrtforschung 15(1/2):41–47 Volkersen O (1938) Die Nietkraftverteilung in zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschnitten. Luftfahrtforschung 15(1/2):41–47
30.
go back to reference Goland M, Reissner E (1944) The stresses in cemented joints. J Appl Mech 11(1):A17–A27CrossRef Goland M, Reissner E (1944) The stresses in cemented joints. J Appl Mech 11(1):A17–A27CrossRef
31.
go back to reference Hart-Smith LJ (1973) Adhesive-bonded single-lap joints. National Aeronautics and Space Administration, Hampton Hart-Smith LJ (1973) Adhesive-bonded single-lap joints. National Aeronautics and Space Administration, Hampton
32.
go back to reference Hart-Smith LJ (1973) Adhesive-bonded double-lap joints. National Aeronautics and Space Administration, Hampton Hart-Smith LJ (1973) Adhesive-bonded double-lap joints. National Aeronautics and Space Administration, Hampton
33.
go back to reference Ranisch E-H (1982) Zur Tragfähigkeit von Verklebungen zwischen Baustahl und Beton: geklebte Bewehrung. Inst. für Baustoffe, Massivbau und Brandschutz der Techn. Univ. Ranisch E-H (1982) Zur Tragfähigkeit von Verklebungen zwischen Baustahl und Beton: geklebte Bewehrung. Inst. für Baustoffe, Massivbau und Brandschutz der Techn. Univ.
34.
go back to reference Brosens K, Van Gemert D (1998) Plate end shear design for external CFRP laminates. Fract Mech Concr Struct 3:1793–1804 Brosens K, Van Gemert D (1998) Plate end shear design for external CFRP laminates. Fract Mech Concr Struct 3:1793–1804
35.
go back to reference Yuan H, Teng J, Seracino R, Wu Z, Yao J (2004) Full-range behavior of FRP-to-concrete bonded joints. Eng Struct 26(5):553–565CrossRef Yuan H, Teng J, Seracino R, Wu Z, Yao J (2004) Full-range behavior of FRP-to-concrete bonded joints. Eng Struct 26(5):553–565CrossRef
36.
go back to reference Wu Z, Yuan H, Niu H (2002) Stress transfer and fracture propagation in different kinds of adhesive joints. J Eng Mech 128(5):562–573 Wu Z, Yuan H, Niu H (2002) Stress transfer and fracture propagation in different kinds of adhesive joints. J Eng Mech 128(5):562–573
37.
go back to reference Holzenkämpfer P (2002) Ingenieurmodelle des Verbunds geklebter Bewehrung für Betonbauteile1997 Holzenkämpfer P (2002) Ingenieurmodelle des Verbunds geklebter Bewehrung für Betonbauteile1997
38.
go back to reference Xia S, Teng J (2005) Behaviour of FRP-to-steel bonded joints. In: Proceedings of the international symposium on bond behaviour of FRP in structures. International Institute for FRP in Construction, pp 419–426 Xia S, Teng J (2005) Behaviour of FRP-to-steel bonded joints. In: Proceedings of the international symposium on bond behaviour of FRP in structures. International Institute for FRP in Construction, pp 419–426
39.
go back to reference Campilho R, De Moura M, Domingues J (2005) Modelling single and double-lap repairs on composite materials. Compos Sci Technol 65(12):1948–1958CrossRef Campilho R, De Moura M, Domingues J (2005) Modelling single and double-lap repairs on composite materials. Compos Sci Technol 65(12):1948–1958CrossRef
40.
go back to reference Campilho R, Banea MD, Pinto A, da Silva LF, De Jesus A (2011) Strength prediction of single-and double-lap joints by standard and extended finite element modelling. Int J Adhes Adhes 31(5):363–372CrossRef Campilho R, Banea MD, Pinto A, da Silva LF, De Jesus A (2011) Strength prediction of single-and double-lap joints by standard and extended finite element modelling. Int J Adhes Adhes 31(5):363–372CrossRef
41.
go back to reference Nakaba K, Kanakubo T, Furuta T, Yoshizawa H (2001) Bond behavior between fiber-reinforced polymer laminates and concrete. Struct J 98(3):359–367 Nakaba K, Kanakubo T, Furuta T, Yoshizawa H (2001) Bond behavior between fiber-reinforced polymer laminates and concrete. Struct J 98(3):359–367
42.
go back to reference Wu Z, Yin J (2003) Fracturing behaviors of FRP-strengthened concrete structures. Eng Fract Mech 70(10):1339–1355CrossRef Wu Z, Yin J (2003) Fracturing behaviors of FRP-strengthened concrete structures. Eng Fract Mech 70(10):1339–1355CrossRef
43.
go back to reference Fawzia S, Zhao X-L, Al-Mahaidi R (2010) Bond–slip models for double strap joints strengthened by CFRP. Compos Struct 92(9):2137–2145CrossRef Fawzia S, Zhao X-L, Al-Mahaidi R (2010) Bond–slip models for double strap joints strengthened by CFRP. Compos Struct 92(9):2137–2145CrossRef
44.
go back to reference Yu T, Fernando D, Teng J, Zhao X (2012) Experimental study on CFRP-to-steel bonded interfaces. Compos Part B: Eng 43(5):2279–2289CrossRef Yu T, Fernando D, Teng J, Zhao X (2012) Experimental study on CFRP-to-steel bonded interfaces. Compos Part B: Eng 43(5):2279–2289CrossRef
45.
go back to reference Täljsten B (1996) Strengthening of concrete prisms using the plate-bonding technique. Int J Fract 82(3):253–266CrossRef Täljsten B (1996) Strengthening of concrete prisms using the plate-bonding technique. Int J Fract 82(3):253–266CrossRef
46.
go back to reference Yuan H, Wu ZS, Yoshizawa H (2001) Theoretical solutions on interfacial stress transfer of externally bonded steel/composite laminates. J Struct Mech Earthquake Eng, Jpn Soc Civ Eng, Tokyo 675:27–39 Yuan H, Wu ZS, Yoshizawa H (2001) Theoretical solutions on interfacial stress transfer of externally bonded steel/composite laminates. J Struct Mech Earthquake Eng, Jpn Soc Civ Eng, Tokyo 675:27–39
47.
go back to reference Campilho R, De Moura M, Domingues J (2008) Using a cohesive damage model to predict the tensile behaviour of CFRP single-strap repairs. Int J Solids Struct 45(5):1497–1512CrossRefMATH Campilho R, De Moura M, Domingues J (2008) Using a cohesive damage model to predict the tensile behaviour of CFRP single-strap repairs. Int J Solids Struct 45(5):1497–1512CrossRefMATH
48.
go back to reference Alfano G (2006) On the influence of the shape of the interface law on the application of cohesive-zone models. Compos Sci Technol 66(6):723–730CrossRef Alfano G (2006) On the influence of the shape of the interface law on the application of cohesive-zone models. Compos Sci Technol 66(6):723–730CrossRef
49.
go back to reference Bai Y, Zhang C (2012) Capacity of nonlinear large deformation for trusses assembled by brittle FRP composites. Compos Struct 94(11):3347–3353MathSciNetCrossRef Bai Y, Zhang C (2012) Capacity of nonlinear large deformation for trusses assembled by brittle FRP composites. Compos Struct 94(11):3347–3353MathSciNetCrossRef
50.
go back to reference Kadin Y, Kligerman Y, Etsion I (2006) Multiple loading–unloading of an elastic–plastic spherical contact. Int J Solids Struct 43(22):7119–7127CrossRefMATH Kadin Y, Kligerman Y, Etsion I (2006) Multiple loading–unloading of an elastic–plastic spherical contact. Int J Solids Struct 43(22):7119–7127CrossRefMATH
51.
go back to reference Tsai M, Oplinger D, Morton J (1998) Improved theoretical solutions for adhesive lap joints. Int J Solids Struct 35(12):1163–1185CrossRefMATH Tsai M, Oplinger D, Morton J (1998) Improved theoretical solutions for adhesive lap joints. Int J Solids Struct 35(12):1163–1185CrossRefMATH
52.
go back to reference DoD (USA) (2002) Structural behaviour of joints. In: Military handbook – MIL-HDBK-17-3F: composite materials handbook, volume 3 – polymer matrix composites materials usage, design, and analysis. US Dept of Defense, Washington DC DoD (USA) (2002) Structural behaviour of joints. In: Military handbook – MIL-HDBK-17-3F: composite materials handbook, volume 3 – polymer matrix composites materials usage, design, and analysis. US Dept of Defense, Washington DC
53.
go back to reference Al-Shawaf A (2013) Understanding and predicting interfacial stresses in advanced fibre-reinforced polymer (FRP) composites for structural applications. Adv Fibre-Reinf Polym (FRP) Compos Struct Appl :255 Al-Shawaf A (2013) Understanding and predicting interfacial stresses in advanced fibre-reinforced polymer (FRP) composites for structural applications. Adv Fibre-Reinf Polym (FRP) Compos Struct Appl :255
Metadata
Title
Joint Capacity of Bonded Sleeve Connections for Tubular Fibre Reinforced Polymer Members
Authors
Chengyu Qiu
Peng Feng
Yue Yang
Lei Zhu
Yu Bai
Copyright Year
2023
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-19-4278-5_12