Technical Papers
Jul 10, 2020

Effect of Connection Techniques on the Static and Fatigue Performance of Pultruded Basalt FRP Multibolted Joints

Publication: Journal of Composites for Construction
Volume 24, Issue 5

Abstract

The loading capacity of pultruded fiber-reinforced polymer (FRP) multibolted joints typically controls the structural design of composite structures. This study focuses on enhancing the low loading capacity of conventional unidirectional pultruded FRP-bolted joints by investigating the efficiency of three types of connection techniques: bonded and bolted joints, resin-injected bolted joints, and bolted joints with additional bidirectional FRP layers. Sixty-eight specimens of double-lap multibolted basalt FRP (BFRP) joints, constructed with stainless steel (SS), BFRP, or hybrid steel-FRP bolts (HSFRP), were tested under static, fatigue, and postfatigue static loadings. The results indicated that an increase of up to 60% in the loading capacity of the conventional bolted connection could be achieved by adopting the aforementioned three techniques. Furthermore, at a targeted fatigue life of two million cycles, the resin-injected bolted joints and bolted joints with additional bidirectional BFRP layers improved the load efficiency of the conventional joints by 24%. Additionally, the proposed BFRP and HSFRP bolts proved their reliability in replacing conventional SS bolts without affecting the loading capacity of the composite joints, regardless of the connection technique used.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors gratefully acknowledge the financial support provided by the National Key Research and Development Program of China (No. 2017YFC0703000) and the National Science Foundation of China (No. 51878149) and acknowledge Jiangsu GMV Co., Ltd. for providing FRP composites.

References

Abd-El-Naby, S. F. M., and L. Hollaway. 1993. “The experimental behaviour of bolted joints in pultruded glass/polyester material. Part 2: Two-bolt joints.” Composites 24 (7): 539–546. https://doi.org/10.1016/0010-4361(93)90267-C.
Abdelkerim, D. S. E., X. Wang, H. A. Ibrahim, and Z. Wu. 2019. “Static and fatigue behavior of pultruded FRP multi-bolted joints with basalt FRP and hybrid steel–FRP bolts.” Compos. Struct. 220: 324–337. https://doi.org/10.1016/j.compstruct.2019.03.085.
Ascione, F. 2010. “A preliminary numerical and experimental investigation on the shear stress distribution on multi-row bolted FRP joints.” Mech. Res. Commun. 37 (2): 164–168. https://doi.org/10.1016/j.mechrescom.2010.01.006.
ASTM. 2005. Standard test method for shear properties of composite materials by V-notched rail shear method. ASTM D7078. West Conshohocken, PA: ASTM.
ASTM. 2008. Standard test method for tensile properties of polymer matrix composite materials. D3039/D3039M-08. West Conshohocken, PA: ASTM.
Bank, L. C. 2006. Composites for construction: Structural design with FRP materials. Hoboken, NJ: Wiley.
Camanho, P. P., C. M. L. Tavares, R. De Oliveira, A. T. Marques, and A. J. M. Ferreira. 2005. “Increasing the efficiency of composite single-shear lap joints using bonded inserts.” Composites Part B 36 (5): 372–383. https://doi.org/10.1016/j.compositesb.2005.01.007.
Clarke, J. 1996. EUROCOMP design code and handbook: Structural design of polymer composites. London: E & FN Spon.
CNR (National Research Council). 2007. Guide for the design and construction of structures made of FRP pultruded elements. CNR-DT 205. Rome, Italy: CNR.
Coelho, A. M. G., and J. T. Mottram. 2015. “A review of the behaviour and analysis of bolted connections and joints in pultruded fibre reinforced polymers.” Mater. Des. 74: 86–107. https://doi.org/10.1016/j.matdes.2015.02.011.
Cooper, C., and G. J. Turvey. 1995. “Effects of joint geometry and bolt torque on the structural performance of single bolt tension joints in pultruded GRP sheet material.” Compos. Struct. 32 (1–4): 217–226. https://doi.org/10.1016/0263-8223(95)00071-2.
Fang, H., Y. Bai, W. Liu, Y. Qi, and J. Wang. 2019. “Connections and structural applications of fibre reinforced polymer composites for civil infrastructure in aggressive environments.” Composites, Part B 104 (1): 129–143. https://doi.org/10.1016/j.compositesb.2018.11.047.
Feo, L., G. Marra, and A. S. Mosallam. 2012. “Stress analysis of multi-bolted joints for FRP pultruded composite structures.” Compos. Struct. 94 (12): 3769–3780. https://doi.org/10.1016/j.compstruct.2012.06.017.
Fu, M., and P. K.W Mallick. 2001. “Fatigue of hybrid (adhesive/bolted) joints in SRIM composites.” Int. J. Adhes. Adhes. 21 (2): 145–159. https://doi.org/10.1016/S0143-7496(00)00047-6.
Gresnigt, A., G. Sedlacek, and M. Paschen. 2000. “Injection bolts to repair old bridges.” In Proc., Connections in Steel Structures IV, 349–360. Roanoke, VA: American Institute of Steel Construction.
Gresnigt, A. N., and J. J. Stark. 1996. “Design of bolted connections with injection bolts.” In Connections in steel structures III, edited by R. Bjorhovde, A. Colson, and R. Zandonini, 77–87. Amsterdam, Netherlands: Elsevier.
Hart-Smith, L. 1982. Design methodology for bonded–bolted composite joints. Volume I. Analysis derivations and illustrative solutions. Long Beach, CA: McDonnell Douglas Corp.
Hart-Smith, L. J. 1985. “Bonded–bolted composite joints.” J. Aircr. 22 (11): 993–1000. https://doi.org/10.2514/3.45237.
Hassan, N. 1995. “Multi-bolted connections for fiber reinforced plastic structural members.” Ph.D. thesis, Structural Engineering Dept., Ain-Shams Univ.
Herrington, P. D., and M. Sabbaghian. 1993. “Fatigue failure of composite bolted joints.” J. Compos. Mater. 27 (5): 491–512. https://doi.org/10.1177/002199839302700503.
Jurkiewiez, B., A. Koaik, and S. Bel. 2019. “Static behaviour up to failure of a full-scale GFRP–concrete hybrid footbridge.” Eng. Struct. 199: 109629. https://doi.org/10.1016/j.engstruct.2019.109629.
Kelly, G. 2005. “Load transfer in hybrid (bonded/bolted) composite single-lap joints.” Compos. Struct. 69 (1): 35–43. https://doi.org/10.1016/j.compstruct.2004.04.016.
Kelly, G. 2006. “Quasi-static strength and fatigue life of hybrid (bonded/bolted) composite single-lap joints.” Compos. Struct. 72 (1): 119–129. https://doi.org/10.1016/j.compstruct.2004.11.002.
Koaik, A., S. Bel, and B. Jurkiewiez. 2017. “Experimental tests and analytical model of concrete–GFRP hybrid beams under flexure.” Compos. Struct. 180: 192–210. https://doi.org/10.1016/j.compstruct.2017.07.059.
Kolesnikov, B., L. Herbeck, and A. Fink. 2008. “CFRP/titanium hybrid material for improving composite bolted joints.” Compos. Struct. 83 (4): 368–380. https://doi.org/10.1016/j.compstruct.2007.05.010.
Kweon, J.-H., J.-W. Jung, T.-H. Kim, J.-H. Choi, and D.-H. Kim. 2006. “Failure of carbon composite-to-aluminum joints with combined mechanical fastening and adhesive bonding.” Compos. Struct. 75 (1–4): 192–198. https://doi.org/10.1016/j.compstruct.2006.04.013.
Lawlor, V. P., M. A. Mccarthy, and W. F. Stanley. 2005. “An experimental study of bolt–hole clearance effects in double-lap, multi-bolt composite joints.” Compos. Struct. 71 (2): 176–190. https://doi.org/10.1016/j.compstruct.2004.09.025.
Mara, V., R. Haghani, and M. Al-Emrani. 2016. “Improving the performance of bolted joints in composite structures using metal inserts.” J. Compos. Mater. 50 (21): 3001–3018. https://doi.org/10.1177/0021998315615204.
Matsuzaki, R., M. Shibata, and A. Todoroki. 2008. “Improving performance of GFRP/aluminum single lap joints using bolted/co-cured hybrid method.” Composites, Part A 39 (2): 154–163. https://doi.org/10.1016/j.compositesa.2007.11.009.
McCarthy, C. T., M. A. McCarthy, and V. P. Lawlor. 2005. “Progressive damage analysis of multi-bolt composite joints with variable bolt–hole clearances.” Composites, Part B 36 (4): 290–305. https://doi.org/10.1016/j.compositesb.2004.11.003.
McCarthy, M. A., V. P. Lawlor, W. F. Stanley, and C. T. McCarthy. 2002. “Bolt–hole clearance effects and strength criteria in single-bolt, single-lap, composite bolted joints.” Compos. Sci. Technol. 62 (10–11): 1415–1431. https://doi.org/10.1016/S0266-3538(02)00088-X.
McCarthy, M. A., C. T. McCarthy, and G. S. Padhi. 2006. “A simple method for determining the effects of bolt–hole clearance on load distribution in single-column multi-bolt composite joints.” Compos. Struct. 73 (1): 78–87. https://doi.org/10.1016/j.compstruct.2005.01.028.
Mosallam, A. 2011. Design guide for FRP composite connections. Reston, VA: American Society of Civil Engineers.
Mutsuyoshi, H., H. Nguyen, W. Zatar, and T. Ishihama. 2016. “Flexural behavior of pultruded hybrid fiber-reinforced polymer I-beams with bonded-and-bolted splice joints.” Transp. Res. Rec. 2592 (1): 45–55. https://doi.org/10.3141/2592-06.
Nerilli, F., M. Marino, and G. Vairo. 2015. “A numerical failure analysis of multi-bolted joints in FRP laminates based on basalt fibers.” Proc. Eng. 109: 492–506. https://doi.org/10.1016/j.proeng.2015.06.255.
Nguyen, H., H. Mutsuyoshi, and W. Zatar. 2013. “Flexural behavior of hybrid composite beams.” Transp. Res. Rec. 2332 (1): 53–63. https://doi.org/10.3141/2332-06.
Pierron, F., F. Cerisier, and M. Grediac. 2000. “A numerical and experimental study of woven composite pin-joints.” J. Compos. Mater. 34 (12): 1028–1054. https://doi.org/10.1177/002199830003401204.
Prabhakaran, R., Z. Razzaq, and S. Devara. 1996. “Load and resistance factor design (LRFD) approach for bolted joints in pultruded composites.” Composites, Part B 27 (3–4): 351–360. https://doi.org/10.1016/1359-8368(95)00021-6.
Starikov, R., and J. Schön. 2001. “Quasi-static behaviour of composite joints with protruding-head bolts.” Compos. Struct. 51 (4): 411–425. https://doi.org/10.1016/S0263-8223(00)00157-4.
Starikov, R., and J. Schön. 2002. “Experimental study on fatigue resistance of composite joints with protruding-head bolts.” Compos. Struct. 55 (1): 1–11. https://doi.org/10.1016/S0263-8223(01)00127-1.
Vallée, T., T. Tannert, R. Meena, and S. Hehl. 2013. “Dimensioning method for bolted, adhesively bonded, and hybrid joints involving fibre-reinforced-polymers.” Composites, Part B 46: 179–187. https://doi.org/10.1016/j.compositesb.2012.09.074.
Van Wingerde, A. M., D. R. V. van Delft, and E. S Knudsen. 2003. “Fatigue behaviour of bolted connections in pultruded FRP profiles.” Plast. Rubber Compos. 32 (2): 71–76. https://doi.org/10.1179/146580103225009103.
Vendhagiri, S., and W. Chan. 2001. “Analysis of composite bolted/bonded joints used in repairing.” J. Compos. Mater. 35 (12): 1049–1061.
Wu, C., Y. Bai, and J. Toby Mottram. 2016. “Effect of elevated temperatures on the mechanical performance of pultruded FRP joints with a single ordinary or blind bolt.” J. Compos. Constr. 20 (2): 04015045. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000608.
Wu, C., P. Feng, and Y. Bai. 2015. “Comparative study on static and fatigue performances of pultruded GFRP joints using ordinary and blind bolts.” J. Compos. Constr. 19 (4): 04014065. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000527.
Yang, X., Y. Bai, F. J. Luo, X.-L. Zhao, and X.-h. He. 2017. “Fiber-reinforced polymer composite members with adhesive bonded sleeve joints for space frame structures.” J. Mater. Civ. Eng. 29 (2): 04016208. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001737.
Zafari, B., J. Qureshi, J. T. Mottram, and R. Rusev. 2016. “Static and fatigue performance of resin injected bolts for a slip and fatigue resistant connection in FRP bridge engineering.” Structures 7: 71–84.
Zoghi, M. 2013. The international handbook of FRP composites in civil engineering. Boca Raton, FL: CRC Press.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 24Issue 5October 2020

History

Received: Dec 19, 2019
Accepted: May 11, 2020
Published online: Jul 10, 2020
Published in print: Oct 1, 2020
Discussion open until: Dec 10, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Diana S. E. Abdelkerim [email protected]
Former Master Student, Key Laboratory of C & PC Structures Ministry of Education, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Professor, Key Laboratory of C & PC Structures Ministry of Education, Southeast Univ., Nanjing 210096, China; National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, China (corresponding author). ORCID: https://orcid.org/0000-0003-4504-8502. Email: [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL; Presently, on Leave, Civil Engineering Dept., Faculty of Engineering, Sohag Univ., 82534 Sohag, Egypt. ORCID: https://orcid.org/0000-0002-7497-0451. Email: [email protected]
Zhishen Wu, F.ASCE
Professor, Key Laboratory of C & PC Structures Ministry of Education, Southeast Univ., Nanjing 210096, China; National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share