Abstract
Original language | English |
---|---|
Article number | 04016208 |
Number of pages | 10 |
Journal | Journal of Materials in Civil Engineering |
Volume | 29 |
Issue number | 2 |
DOIs | |
Publication status | Published - 1 Feb 2017 |
Keywords
- Analytical modeling
- Glass-fiber-reinforced polymer (GFRP)
- Mechanical testing
- Sleeve joint
- Space frame
- Analytical models
- Bond length
- Fiber reinforced plastics
- Fracture
- Glass
- Glass fibers
- Polymers
- Reinforced plastics
- Reinforcement
- Structural frames
- Tubular steel structures
- Fiber reinforced polymer composites
- Glass fiber reinforced polymer
- Load-bearing capacity
- Mechanical performance
- Space frame structure
- Space frames
- Tension and compression
- Buckling
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- 10.1061/(ASCE)MT.1943-5533.0001737Licence: Unspecified
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In: Journal of Materials in Civil Engineering, Vol. 29, No. 2, 04016208, 01.02.2017.
Research output: Contribution to journal › Article › Research › peer-review
TY - JOUR
T1 - Fiber-reinforced polymer composite members with adhesive bonded sleeve joints for space frame structures
AU - Yang, Xiao
AU - Bai, Yu
AU - Luo, Fu Jia
AU - Zhao, Xiao-Ling
AU - He, Xu-hui
N1 - Cited By :1 Export Date: 16 May 2017 Correspondence Address: Bai, Y.; Dept. of Civil Engineering, Monash Univ.Australia; email: [email protected] References: 'Standard test methods for tension testing of metallic materials', , ASTM E8M, West Conshohocken, PA; Bai, Y., Yang, X., "Novel joint for assembly of all-composite space truss structures: Conceptual design and preliminary study" J. Compos. Constr, pp. 130-138; Bai, Y., Zhang, C., "Capacity of nonlinear large deformation for trusses assembled by brittle FRP composites" Compos. Struct, 94 (11), pp. 3347-3353; Bolotin, V.V., "Delaminations in composite structures: Its origin, buckling, growth and stability" Compos. Part B, 27 (2), pp. 129-145; Gand, A., Chan, T.-M., Mottram, J., "Civil and structural engineering applications, recent trends, research and developments on pultruded fiber reinforced polymer closed sections: A review" Front. Struct. Civ. Eng, 7 (3), pp. 227-244; Green, A.K., Phillips, L.N., "Crimp-bonded end fittings for use on pultruded composite sections" Composites, 13 (3), pp. 219-224; Guess, T.R., Reedy, E.D., Jr., Slavin, A.M., "Testing composite-to-metal tubular lap joints" J. Compos. Technol. Res, 17 (2), pp. 117-124; Hagio, H., Utsumi, Y., Kimura, K., Takahashi, K., Itohiya, G., Tazawa, H., 'Development of space truss structure using glass fiber reinforced plastics' Proc., Advanced Materials for Construction of Bridges, pp. 1-9. , Buildings, and Other Structures III, EGI Digital Archives, New York; Hollaway, L., Romhi, A., Gunn, M., "Optimisation of adhesive bonded composite tubular sections" Compos. Struct, 16 (1-3), pp. 125-170; 'Structural adhesives: Aerospace adhesives araldite 420 A/B two component epoxy adhesive', , Huntsman International LLC, Basel, Switzerland; Hutchinson, A., 'Joining of fiber-reinforced polymer composite materials', , Project, Construction Industry Research and Information Association (CIRIA), London; Jirásek, M., Bažant, Z.P., Inelastic analysis of structures, , Wiley, New York; Kara, I.F., Ashour, A.F., Dundar, C., "Deflection of concrete structures reinforced with FRP bars" Compos. Part B Eng, 44 (1), pp. 375-384; Keller, T., Vallée, T., "Adhesively bonded lap joints from pultruded GFRP profiles. Part I: Stress-strain analysis and failure modes" Compos. Part B, 36 (4), pp. 331-340; Keller, T., Vallée, T., "Adhesively bonded lap joints from pultruded GFRP profiles. Part II: Joint strength prediction" Compos. Part B, 36 (4), pp. 341-350; Lan, T.T., "Space frame structures" Handbook of structural engineering, , W.-F. Chen and E. M. Lui, eds., CRC Press, Boca Raton, FL, 24.1-24.50; Liu, X., Nanni, A., Silva, P., "Rehabilitation of compression steel members using FRP pipes filled with non-expansive and expansive light-weight concrete" Adv. Struct. Eng, 8 (2), pp. 129-142; Luo, F.J., Bai, Y., Yang, X., Lu, Y., "Bolted sleeve joints for connecting pultruded FRP tubular components" J. Compos. Constr; Mosallam, A.S., Feo, L., Elsadek, A., Pul, S., Penna, R., "Structural evaluation of axial and rotational flexibility and strength of web-flange junctions of open-web pultruded composites" Compos. Part B, 66, pp. 311-327; Mottram, J.T., Zheng, Y., "State-of-the-art review on the design of beam-to-column connections for pultruded frames" Compos. Struct, 35 (4), pp. 387-401; Pickett, A., Hollaway, L., Phillips, L.N., "Analysis of a crimped and bonded joint for load bearing skeletal members" Composites, 13 (3), pp. 257-267; Pilkey, W.D., 'Preface', pp. 1-28. , Formulas for stress, strain, and structural matrices, Wiley, Hoboken, NJ; Pugno, N., Carpinteri, A., "Tubular adhesive joints under axial load" J. Appl. Mech, 70 (6), pp. 832-839; Qin, M., Dzenis, Y.A., "Analysis of single lap adhesive composite joints with delaminated adherends" Compos. Part B, 34 (2), pp. 167-173; Rahman, N.M., Sun, C.T., "Strength calculation of composite single lap joints with fiber-tear-failure" Compos. Part B, 62, pp. 249-255; Ramaswamy, G.S., Eekhout, M., Analysis, , design and construction of steel space frames, Thomas Telford, London; Reedy, E.D., Jr., Guess, T.R., "Composite-to-metal tubular lap joints: Strength and fatigue resistance" Int. J. Fract, 63 (4), pp. 351-367; Satasivam, S., Bai, Y., "Mechanical performance of bolted modular GFRP composite sandwich structures using standard and blind bolts" Compos. Struct, 117, pp. 59-70; Timoshenko, S.P., Gere, J.M., Theory of elastic stability, , McGraw-Hill, New York; Wu, C., Zhang, Z., Bai, Y., "Connections of tubular GFRP wall studs to steel beams for building construction" Compos. Part B, 95, pp. 64-75; Wu, C., Zhao, X.L., Chiu, W.K., Al-Mahaidi, R., Duan, W.H., "Effect of fatigue loading on the bond behaviour between UHM CFRP plates and steel plates" Compos. Part B, 50, pp. 344-353; Yang, X., Bai, Y., Ding, F., "Structural performance of a large-scale space frame assembled using pultruded GFRP composites" Compos. Struct, 133, pp. 986-996; Yang, X., Bai, Y., Luo, F.J., Zhao, X.L., Ding, F., "Dynamic and fatigue performance of a large-scale space frame assembled using pultruded GFRP composites" Compos. Struct, 138, pp. 227-236
PY - 2017/2/1
Y1 - 2017/2/1
N2 - Glass-fiber-reinforced polymer (GFRP) composites with innovative sleeve joints are examined for space frame assembly. The sleeve joint connects one end of a steel tubular connector with a circular solid or hollow GFRP composites by adhesive bonding, the other end being flattened to enable easy connection with other members using mechanical bolts. Experiments were conducted to investigate the mechanical performance in tension and compression. In the tensile specimens, pull-out failure occurred between GFRP and adhesive when the bond length was relatively short, and tensile fracture of the steel tubular connector occurred when the bond length was sufficiently long. In the compact compressive specimens, yielding of the flattened steel tube occurred because of the bending moment at the fully fixed support. Global buckling failure was observed for slender compressive members. Load-bearing capacity was analytically estimated for different loading scenarios and compared well with experimental results. © 2016 American Society of Civil Engineers.
AB - Glass-fiber-reinforced polymer (GFRP) composites with innovative sleeve joints are examined for space frame assembly. The sleeve joint connects one end of a steel tubular connector with a circular solid or hollow GFRP composites by adhesive bonding, the other end being flattened to enable easy connection with other members using mechanical bolts. Experiments were conducted to investigate the mechanical performance in tension and compression. In the tensile specimens, pull-out failure occurred between GFRP and adhesive when the bond length was relatively short, and tensile fracture of the steel tubular connector occurred when the bond length was sufficiently long. In the compact compressive specimens, yielding of the flattened steel tube occurred because of the bending moment at the fully fixed support. Global buckling failure was observed for slender compressive members. Load-bearing capacity was analytically estimated for different loading scenarios and compared well with experimental results. © 2016 American Society of Civil Engineers.
KW - Analytical modeling
KW - Glass-fiber-reinforced polymer (GFRP)
KW - Mechanical testing
KW - Sleeve joint
KW - Space frame
KW - Analytical models
KW - Bond length
KW - Fiber reinforced plastics
KW - Fracture
KW - Glass
KW - Glass fibers
KW - Polymers
KW - Reinforced plastics
KW - Reinforcement
KW - Structural frames
KW - Tubular steel structures
KW - Fiber reinforced polymer composites
KW - Glass fiber reinforced polymer
KW - Load-bearing capacity
KW - Mechanical performance
KW - Space frame structure
KW - Space frames
KW - Tension and compression
KW - Buckling
U2 - 10.1061/(ASCE)MT.1943-5533.0001737
DO - 10.1061/(ASCE)MT.1943-5533.0001737
M3 - Article
SN - 0899-1561
VL - 29
JO - Journal of Materials in Civil Engineering
JF - Journal of Materials in Civil Engineering
IS - 2
M1 - 04016208
ER -