Steel and Composite Structures

  • 제2권1호
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  • Pages.51-66
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  • 2002
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Perforated shear connectors

  • 발행 : 2002.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Perforated shear connectors currently used in composite steel and concrete structures are described and evaluated. Modifications of the perforated connector suitable for common use injavascript:confirm_mark('abe', '1'); civil and bridge engineering are proposed. The connectors were tested in laboratories of CTU Prague for shear load capacity. Push tests of connectors with 32 mm openings and with 60 mm openings, both in normal and lightweight concrete of different strength characteristics and with different transverse reinforcement, were carried out. The experimental study also dealt with the connector height and parallel arrangement of two connectors and their influence on shear resistance. While extensive tests with static loading were carried out, fatigue tests under repeated loading are still in progress. After statistical evaluation of the experimental results and comparisons with other available data the authors developed reasonable shear resistance formulas for all proposed arrangements.

키워드

참고문헌

  1. Andra, H.P. (1990), "Economical shear connectors with high fatigue strength", IABSE Conf. Report, Brussels.
  2. Bijlaard, F.S.K., Sedlacek, G. and Stark, J.W.B. (1988), Procedure for the Determination of Design Resistance from Tests, TNO-report, IBBC, Delft.
  3. Ferreira, L.T.S., de Andrade, S.A.L. and da S. Vellasco, P.C.G. (1998), "A design model for bolted composite semi-rigid connections", Stability and Ductility of Steel Structures, ed. by T. Usami and Y. Itoh, Elsevier.
  4. Fontana, M. and Beck, H. (2000), "Novel shear rib connector with powder actuated fasteners", Proc. Conf. Composite Construction IV, Banff, May.
  5. Galjaard, H.J.C. and Walraven, J.C. (2001), "Behaviour of different types of shear connectors for steel-concrete structures", Structural Engineering, Mechanics and Computation, 1, Elsevier Science Ltd., Cape Town, 385-392.
  6. Institut fur Bautechnik (1991), Zulassungsbescheid Z-26.1-23 (1991) Perfobond -Leiste, Berlin.
  7. Kraus, D. and Würzer, O. (1997), "Bearing capacity of concrete dowels", IABSE Conf. Report, Innsbruck, September.
  8. Leonhardt, F., Andra, W., Andra, H. P. and Harre, W. (1987), "Neues, vorteilhaftes Verbundmittel fur Stahlverbund- Tragwerke mit hoher Dauerfestigkeit", Beton und Stahlbetonbau, 12, 325-331.
  9. Machacek, J. (1997), "The design resistance based upon experiments", Stavebni obzor, 6(5), 134-138 (in Czech).
  10. Machacek, J. and Studnicka, J. (1997), "Strength of perforated shear connector", Proc. Modern Building Materials, Structures and Techniques, Vilnius, May.
  11. Machacek, J. and Studnicka, J. (1999), "Stahlbetonverbundtrager mit Perfobond-Leiste", Stahlbau, 68(1), 9-14. https://doi.org/10.1002/stab.199900030
  12. Oguejiofor, E.C. and Hosain, M.U. (1994), "A parametric study of perfobond rib shear connectors", Canadian J. of Civil Eng., 21, 614-625. https://doi.org/10.1139/l94-063
  13. Rovnak, M., Duricova, A. and Ivanco, V. (2000), "Non-traditional shear connections in steel-concrete composite structures", Proc. 6th ASCCS Conf. on Steel and Concrete Composite Structures, 1, Los Angeles, March.
  14. Shanit, G., Chryssanthopoulos, M. and Dowling, P.J. (1991), "New profiled unwelded shear connectors in composite construction", Costruzioni Metalliche, 43(5), 298-307.
  15. Studnicka, J., Machacek, J., Krpata, A. and Svitakova, M. (1999), "Perforated shear connector for composite steel and concrete structures", Proceedings of Eurosteel, Prague, May.
  16. Studnicka, J., Machacek, J. and Bouska, P. (2001), "Shear connectors for composite steel and concrete beams", Proc. Scientific Session VSU 2001, Sofia, May.
  17. Tschemmernegg, F. (1985), "Design of angled connectors: A new shear connector for composite designs in construction", Bauingenieur, 60(9), (in German), 351-360.

피인용 문헌

  1. Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement vol.66, pp.10, 2010, https://doi.org/10.1016/j.jcsr.2010.04.008
  2. Shear strength of T-type Perfobond rib shear connectors vol.20, pp.5, 2016, https://doi.org/10.1007/s12205-015-0095-8
  3. Experimental assessment of Perfobond and T-Perfobond shear connectors’ structural response vol.65, pp.2, 2009, https://doi.org/10.1016/j.jcsr.2008.02.011
  4. Study on shear connection of bridge steel truss and concrete slab deck vol.23, pp.1, 2017, https://doi.org/10.3846/13923730.2014.976258
  5. Study on uplift performance of stud connector in steel-concrete composite structures vol.18, pp.5, 2015, https://doi.org/10.12989/scs.2015.18.5.1279
  6. Ultimate Shear Resistance of Perfobond Rib Shear Connectors Based on a Modified Push-Out Test vol.16, pp.4, 2013, https://doi.org/10.1260/1369-4332.16.4.667
  7. Structural behaviour of T-Perfobond shear connectors in composite girders: An experimental approach vol.30, pp.9, 2008, https://doi.org/10.1016/j.engstruct.2008.01.015
  8. Longitudinal shear in composite steel and concrete trusses vol.31, pp.6, 2009, https://doi.org/10.1016/j.engstruct.2008.07.009
  9. Experimental shear resistance evaluation of Y-type perfobond rib shear connector vol.82, 2013, https://doi.org/10.1016/j.jcsr.2012.12.001
  10. End-bearing resistance of Y-type perfobond rib according to rib width–height ratio vol.103, 2014, https://doi.org/10.1016/j.jcsr.2014.08.003
  11. Pull-out behaviour of Glass-Fibre Reinforced Polymer perforated plate connectors embedded in concrete. Part I: Experimental program vol.162, 2018, https://doi.org/10.1016/j.conbuildmat.2017.12.021
  12. Behaviour of Perfobond shear connectors at high temperatures vol.33, pp.10, 2011, https://doi.org/10.1016/j.engstruct.2011.05.004
  13. Analytical Study on Internal Force Transfer of Perfobond Rib Shear Connector Group Using a Nonlinear Spring Model vol.22, pp.10, 2017, https://doi.org/10.1061/(ASCE)BE.1943-5592.0001123
  14. Mechanical behavior of steel-concrete composite decks with perfobond shear connectors vol.17, pp.3, 2014, https://doi.org/10.12989/scs.2014.17.3.339
  15. Shear bearing of cross-plate joints between diaphragm wall panels – II: numerical analysis and prediction formula vol.68, pp.20, 2016, https://doi.org/10.1680/jmacr.15.00326
  16. Shear bearing of cross-plate joints between diaphragm wall panels – I: model tests and shear behaviour vol.68, pp.17, 2016, https://doi.org/10.1680/jmacr.15.00325
  17. Evaluation of perforated steel plates as connection in glulam–concrete composite structures vol.28, pp.1, 2012, https://doi.org/10.1016/j.conbuildmat.2011.08.045
  18. Perforated shear connectors on composite girders under monotonic loading: An experimental approach vol.56, 2013, https://doi.org/10.1016/j.engstruct.2013.06.004
  19. Spacing of Intermediate Diaphragms Horizontally Curved Steel Box Girder Bridges considering Bending-distortional Warping Normal Stress Ratio vol.16, pp.9, 2015, https://doi.org/10.5762/KAIS.2015.16.9.6325
  20. Experimental analysis of Perfobond shear connection between steel and lightweight concrete vol.60, pp.3-5, 2004, https://doi.org/10.1016/S0143-974X(03)00124-X
  21. Shear behaviour of perfobond rib shear connector under static and cyclic loadings vol.60, pp.5, 2008, https://doi.org/10.1680/macr.2007.00046
  22. Composite steel and concrete bridge trusses vol.33, pp.12, 2011, https://doi.org/10.1016/j.engstruct.2011.08.017
  23. Theoretical and Experimental Studies of the Internal Force Transfer Mechanism of Perfobond Rib Shear Connector Group vol.22, pp.2, 2017, https://doi.org/10.1061/(ASCE)BE.1943-5592.0000997
  24. Stiffness analysis of glued connection of the timber-concrete structure vol.6, pp.1, 2016, https://doi.org/10.1515/eng-2016-0028
  25. Experimental evaluation of the structural response of Perfobond shear connectors vol.32, pp.8, 2010, https://doi.org/10.1016/j.engstruct.2010.02.031
  26. Experimental analysis of shear connection between steel and lightweight concrete vol.65, pp.10-11, 2009, https://doi.org/10.1016/j.jcsr.2009.06.001
  27. Perforated FRP ribs for shear connecting of FRP-concrete hybrid beams/decks vol.152, 2016, https://doi.org/10.1016/j.compstruct.2016.05.039
  28. Experimental investigation on the bearing mechanism of Perfobond rib shear connectors vol.159, 2018, https://doi.org/10.1016/j.engstruct.2017.12.047
  29. Experimental investigation on the structural response of T, T-block and T-Perfobond shear connectors at elevated temperatures vol.75, 2014, https://doi.org/10.1016/j.engstruct.2014.06.016
  30. Experimental measurement of dynamic properties of composite slabs from frequency response vol.114, 2018, https://doi.org/10.1016/j.measurement.2017.09.030
  31. Experimental study on inelastic mechanical behaviour of composite girders under hogging moment vol.66, pp.1, 2010, https://doi.org/10.1016/j.jcsr.2009.07.005
  32. Behaviour evaluation of shear connection by means of shear-connection strips vol.4, pp.3, 2004, https://doi.org/10.12989/scs.2004.4.3.247
  33. Pull-Out Resistance Capacity of a New Perfobond Shear Connector for Steel Pile Cap Strengthening vol.2016, 2016, https://doi.org/10.1155/2016/1374689
  34. Pull-out Test of Steel Pipe Pile Reinforced with Hollow Steel Plate Shear Connectors vol.17, pp.12, 2016, https://doi.org/10.5762/KAIS.2016.17.12.285
  35. Numerical evaluation of deformation capacity of laced steel-concrete composite beams under monotonic loading vol.20, pp.1, 2016, https://doi.org/10.12989/scs.2016.20.1.167
  36. Research on the Influence Factors to the Working Performance of PBL Shear Connectors vol.178-181, pp.1662-7482, 2012, https://doi.org/10.4028/www.scientific.net/AMM.178-181.2192
  37. Mechanical Behavior of Composite Girder with Perfobond Shear Connector under Hogging Moment vol.446-449, pp.1662-8985, 2012, https://doi.org/10.4028/www.scientific.net/AMR.446-449.1046
  38. Mechanical Properties Research of Steel-Concrete Composite Structure's Connector vol.738, pp.1662-8985, 2013, https://doi.org/10.4028/www.scientific.net/AMR.738.128
  39. Study on Mechianial Properties about PBL Shear Connector vol.638-640, pp.1662-7482, 2014, https://doi.org/10.4028/www.scientific.net/AMM.638-640.255
  40. Experimental behaviour of composite girders with steel undulating web and thin‐walled shear connectors Hilti Stripcon vol.10, pp.1, 2002, https://doi.org/10.1080/13923730.2004.9636285
  41. 08.02: Experimental research of multiple perfobond connectors for composite girders vol.1, pp.2, 2002, https://doi.org/10.1002/cepa.228
  42. Experimental and Software Analysis of Composite Action in Steel‐Concrete Composite Bridges with Continuous Shear Connectors vol.3, pp.3, 2002, https://doi.org/10.1002/cepa.1163
  43. Behavior of grouped stud shear connectors between precast high-strength concrete slabs and steel beams vol.34, pp.6, 2002, https://doi.org/10.12989/scs.2020.34.6.837
  44. Numerical Evaluation of the Perfobond (PBL) Shear Connector Subjected to Lateral Pressure Using Coupled Rigid Body Spring Model (RBSM) and Nonlinear Solid Finite Element Method (FEM) vol.10, pp.9, 2020, https://doi.org/10.3390/cryst10090743
  45. Experimental investigation on the cyclic performance of perfobond rib shear connectors vol.23, pp.16, 2002, https://doi.org/10.1177/1369433220939211
  46. Experimental study on the hybrid shear connection using headed studs and steel plates vol.37, pp.6, 2020, https://doi.org/10.12989/scs.2020.37.6.649