Steel and Composite Structures

  • 제28권6호
  • /
  • Pages.681-690
  • /
  • 2018
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Strengthening of bolted shear joints in industrialized ferrocement construction

  • Ismail, M. (Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Shariati, M. (Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Abdul Awal, A.S.M. (Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Chiong, C.E. (Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn) ;
  • Chahnasir, E. Sadeghipour (Department of Civil Engineering, Qeshm International Branch, Islamic Azad University) ;
  • Porbar, A. (Department of Civil Engineering, Qeshm International Branch, Islamic Azad University) ;
  • Heydari, A. (Young Researchers and Elite Club, Ardabil Branch, Islamic Azad University) ;
  • Khorami, M. (Facultad de Arquitectura y Urbanismo, Universidad Tecnologica Equinoccial, Calle Rumipamba s/n y Bourgeois)
  • 투고 : 2017.04.15
  • 심사 : 2018.07.06
  • 발행 : 2018.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper highlights results of some experimental work that deals with strengthening of bolted shear joints in thin-walled ferrocement structure where steel wires, bent into U-shape are considered as simple inserts around the bolt hole. The parameters investigated include the number of layers of wire mesh, edge distance of bolt hole, size and location of the inserts. Test results have shown that for small edge distance, failure occurred either in cleavage or shearing mode, and the strength of the joint increased with an increase in the edge distance. This continued up to an upper limit set by either tension or bearing failure. The experimental study further revealed that for a given edge distance the strength of a joint can significantly be enhanced by using U-inserts. The equations developed for predicting joint strength in ferrocement composites can also be modified to include the effects of the inserts with a good level of accuracy.

키워드

참고문헌

  1. Abdul Awal, A.S. (1988), "Failure mechanism of prepacked concrete", J. Struct. Eng., 114(3), 727-732. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:3(727)
  2. Abdullah, M.M. and Alwis, W. (1994), "Strength of bolted joints in ferrocement", Struct. J., 91(3), 315-323.
  3. Andalib, Z., Kafi, M.A. and Bazzaz, M. (2010), "Using hyper elastic material for increasing ductility of bracing", Proceedings of the 1st Conference of Steel & Structures and 2nd Conference on Application of High-Strength Steels in Structural Industry, Steel & Structures.
  4. Andalib, Z., Kafi, M.A., Kheyroddin, A. and Bazzaz, M. (2011), "Investigation on the Ductility and Absorption of Energy of Steel Ring in Concentric Braces", Proceedings of the 2nd Conference of Steel and Structures, Steel and Structures.
  5. Balaguru, P. and Batson, G. (1997), "State-of-the-art Report on Ferrocement", ACI Committee, 549.
  6. Bazzaz, M. (2010), Seismic Behavior of Off-Centre Braced Frame with Circular Element in Steel Frame Design, Semnan University.
  7. Bazzaz, M., Kafi, M.A., Andalib, Z. and Esmaeili, H. (2011a), "Seismic Behavior of Off-centre Bracing Frame", Proceedings of the 6th National Congress on Civil Engineering.
  8. Bazzaz, M., Kheyroddin, A., Kafi, M.A. and Andalib, Z. (2011b), "Evaluating the performance of steel ring in special bracing frame", Proceedings of the 6th Seismology and Earthquake Engineering International Conference, Ministry of Science, Research and Technology, Tehran Iran.
  9. Bazzaz, M., Kheyroddin, A., Kafi, M.A. and Andalib, Z. (2012a), "Evaluation of the seismic performance of off-centre bracing system with ductile element in steel frames", Steel Compos. Struct., Int. J., 12(5), 445-464. https://doi.org/10.12989/scs.2012.12.5.445
  10. Bazzaz, M., Kheyroddin, A., Kafi, M.A. and Andalib, Z. (2012b), "Modeling and Analysis of Steel Ring Devised in Off-centric Braced Frame with the Goal of Improving Ductility of Bracing Systems", Iran Scientific and Industrial Researches Organization, Tehran, Iran.
  11. Bazzaz, M., Kafi, M.A., Kheyroddin, A., Andalib, Z. and Esmaeili, H. (2014), "Evaluating the seismic performance of off-centre bracing system with circular element in optimum place", Int. J. Steel Struct., 14(2), 293-304. https://doi.org/10.1007/s13296-014-2009-x
  12. Bazzaz, M., Andalib, Z., Kheyroddin, A. and Kafi, M.A. (2015), "Numerical comparison of the seismic performance of steel rings in off-centre bracing system and diagonal bracing system", Steel Compos. Struct., Int. J., 19(4), 917-937. https://doi.org/10.12989/scs.2015.19.4.917
  13. Fanaie, N., Aghajani, S. and Shamloo, S. (2012), "Theoretical assessment of wire rope bracing system with soft central cylinder", Proceedings of the 15th World Conference on Earthquake Engineering.
  14. Fanaie, N., Esfahani, F.G. and Soroushnia, S. (2015), "Analytical study of composite beams with different arrangements of channel shear connectors", Steel Compos. Struct., Int. J., 19(2), 485-501. https://doi.org/10.12989/scs.2015.19.2.485
  15. Fanaie, N., Aghajani, S. and Afsar Dizaj, E. (2016a), "Strengthening of moment-resisting frame using cable-cylinder bracing", Adv. Struct. Eng., 19(11), 1736-1754. https://doi.org/10.1177/1369433216649382
  16. Fanaie, N., Aghajani, S. and Dizaj, E.A. (2016b), "Theoretical assessment of the behavior of cable bracing system with central steel cylinder", Adv. Struct. Eng., 19(3), 463-472. https://doi.org/10.1177/1369433216630052
  17. Guo, X., Huang, Z., Xiong, Z., Yang, S. and Peng, L. (2016a), "Experimental studies on behaviour of bolted ball-cylinder joints under axial force", Steel Compos. Struct., Int. J., 21(1), 137-156. https://doi.org/10.12989/scs.2016.21.1.137
  18. Guo, X.N., Huang, Z.W., Xiong, Z., Yang, S. and Peng, L. (2016b), "Numerical studies on behaviour of bolted ballcylinder joint under axial force", Steel Compos. Struct., Int. J., 20(6), 1323-1343. https://doi.org/10.12989/scs.2016.20.6.1323
  19. Hammoud, H. and Naaman, A. (1998), "Ferrocement bolted shear joints: Failure modes and strength prediction", Cement Concrete Compos., 20(1), 13-29. https://doi.org/10.1016/S0958-9465(97)87389-1
  20. Hammoud, H. and Naaman, A. (2000), "Ferrocement bolted shear joints: Finite element analysis and stress distribution", J. Ferrocement, 30(1), 31-43.
  21. Heydari, A. and Shariati, M. (2018), "Buckling analysis of tapered BDFGM nano-beam under variable axial compression resting on elastic medium", Struct. Eng. Mech., Int. J., 66(6), 737-748.
  22. Hosseinpour, E., Baharom, S., Badaruzzaman, W.H.W., Shariati, M. and Jalali, A. (2018), "Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams", Steel Compos. Struct., Int. J., 26(4), 485-499.
  23. Jamkhaneh, M.E. and Kafi, M.A. (2017), "Experimental and numerical investigation of octagonal partially encased composite columns subject to axial and torsion moment loading", Civil Eng. J., 3(10), 939-955. https://doi.org/10.28991/cej-030927
  24. Katula, L. and Dunai, L. (2015), "Experimental study on standard and innovative bolted end-plate beam-to-beam joints under bending", Steel Compos. Struct., Int. J., 18(6), 1423-1450. https://doi.org/10.12989/scs.2015.18.6.1423
  25. Khorami, M., Alvansazyazdi, M., Shariati, M., Zandi, Y., Jalali, A. and Tahir, M. (2017a), "Seismic performance evaluation of buckling restrained braced frames (BRBF) using incremental nonlinear dynamic analysis method (IDA)", Earthq. Struct., Int. J., 13(6), 531-538.
  26. Khorami, M., Khorami, M., Motahar, H., Alvansazyazdi, M., Shariati, M., Jalali, A. and Tahir, M.M. (2017b), "Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis", Struct. Eng. Mech., Int. J., 63(2), 259-268.
  27. Khorramian, K., Maleki, S., Shariati, M. and Sulong, N.R. (2015), "Behavior of Tilted Angle Shear Connectors", PLoS one, 10(12), 1-11.
  28. Khorramian, K., Maleki, S., Shariati, M., Jalali, A. and Tahir, M.M. (2017), "Numerical analysis of tilted angle shear connectors in steel-concrete composite systems", Steel Compos. Struct., Int. J., 23(1), 67-85. https://doi.org/10.12989/scs.2017.23.1.067
  29. Krishnamoorthy, T.S., Parameswaran, V.S., Neelamegam, M. and Balasubramanian, K. (1990), "Investigation of precast ferrocement planks connected by steel bolts", Special Publication, 124, 389-404.
  30. Ksentini, O., Combes, B., Abbes, M.S., Daidie, A. and Haddar, M. (2015), "Simplified model to study the dynamic behaviour of a bolted joint and its self loosening", Struct. Eng. Mech., Int. J., 55(3), 639-654. https://doi.org/10.12989/sem.2015.55.3.639
  31. Li, B., Lam, E.S.S., Wu, B. and Wang, Y.Y. (2013), "Experimental investigation on reinforced concrete interior beam-column joints rehabilitated by ferrocement jackets", Eng. Struct., 56, 897-909. https://doi.org/10.1016/j.engstruct.2013.05.038
  32. Li, S., Li, Q., Jiang, H., Zhang, H., Yan, L. and Jiang, W. (2018), "Experimental study on a new type of assembly bolted endplate connection", Steel Compos. Struct., Int. J., 26(4), 463-471.
  33. Lopez-Arancibia, A., Altuna-Zugasti, A.M., Aldasoro, H.A. and Pradera-Mallabiabarrena, A. (2015), "Bolted joints for singlelayer structures: numerical analysis of the bending behaviour", Struct. Eng. Mech., Int. J., 56(3), 355-367. https://doi.org/10.12989/sem.2015.56.3.355
  34. Ma, H., Li, S., Li, Z., Liu, Y., Dong, J. and Zhang, P. (2018), "Shear behavior of composite frame inner joints of SRRC column-steel beam subjected to cyclic loading", Steel Compos. Struct., Int. J., 27(4), 495-508.
  35. Mansouri, I., Safa, M., Ibrahim, Z., Kisi, O., Tahir, M.M., Baharom, S. and Azimi, M. (2016), "Strength prediction of rotary brace damper using MLR and MARS", Struct. Eng. Mech., Int. J., 60(3), 471-488. https://doi.org/10.12989/sem.2016.60.3.471
  36. Mansur, M. (1995), "An investigation into the behavior and strength of bolted connections in ferrocement", J. Ferrocement, 25(3), 207-219.
  37. Mansur, M.A., Paramasivam, P. and Lee, S.L. (1987), "Ferrocement Sunscreens on High-Rise Buildings", Concrete Int., 9(9), 19-23.
  38. Mansur, M.A., Tan, K.L., Naaman, A.E. and Paramasivam, P. (2001), "Bolt bearing strength of thin-walled ferrocement", Struct. J., 98(4), 563-571.
  39. Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2013), "Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams", Struct. Eng. Mech., Int. J., 46(6), 853-868. https://doi.org/10.12989/sem.2013.46.6.853
  40. Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2014), "An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups", Smart Struct. Syst., Int. J., 14(5), 785-809. https://doi.org/10.12989/sss.2014.14.5.785
  41. Mohammadhassani, M., Saleh, A., Suhatril, M. and Safa, M. (2015), "Fuzzy modelling approach for shear strength prediction of RC deep beams", Smart Struct. Syst., Int. J., 16(3), 497-519. https://doi.org/10.12989/sss.2015.16.3.497
  42. Momenzadeh, S., Seker, O., Faytarouni, M. and Shen, J. (2017), "Seismic performance of all-steel buckling-controlled braces with various cross-sections", J. Constr. Steel Res., 139, 44-61. https://doi.org/10.1016/j.jcsr.2017.09.003
  43. Mourad, S.M. and Shannag, M.J. (2012), "Repair and strengthening of reinforced concrete square columns using ferrocement jackets", Cement Concrete Compos., 34(2), 288-294. https://doi.org/10.1016/j.cemconcomp.2011.09.010
  44. Murali, D. (1997), "Use of precast concrete wall and slab with bolted joints for buildings", Indian Concrete J., 71, 73-78.
  45. Naaman, A.E. (1989), "Ferrocement housing: toward integrated high technology solutions", J. Ferrocement, 19(2), 141-149.
  46. Naaman, A.E. (2000), Ferrocement and Laminated Cementitious Composites, Techno press MI.
  47. Naaman, A.E. and Hammoud, H. (1992), "Ferrocement prefabricated housing: the next generation", J. Ferrocement, 22(1), 35-47.
  48. Safa, M., Shariati, M., Ibrahim, Z., Toghroli, A., Baharom, S.B., Nor, N.M. and Petkovic, D. (2016), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., Int. J., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679
  49. Shah, A.A. (2011), "Applications of ferrocement in strengthening of unreinforced masonry columns", Int. J. Geol., 5(1), 21-27.
  50. Shahabi, S.E.M., Sulong, N.H., Shariati, M., Mohammadhassani, M. and Shah, S.N.R. (2016), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., Int. J., 20(3), 651-669. https://doi.org/10.12989/scs.2016.20.3.651
  51. Shariati, M. (2013), "Behaviour of C-shaped shear connectors in steel concrete composite beams", Ph.D. Thesis; Faculty of engineering University of Malaya, Kuala Lumpur, Malaysia.
  52. Shariati, M., Sulong, N.R., Suhatril, M., Shariati, A., Khanouki, M.A. and Sinaei, H. (2013), "Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading", Constr. Buil. Mater., 38, 582-593. https://doi.org/10.1016/j.conbuildmat.2012.07.050
  53. Shariati, A., Shariati, M., Sulong, N.R., Suhatril, M., Khanouki, M.A. and Mahoutian, M. (2014a), "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Constr. Build. Mater., 52, 276-283. https://doi.org/10.1016/j.conbuildmat.2013.11.036
  54. Shariati, M., Shariati, A., Sulong, N.R., Suhatril, M. and Khanouki, M.A. (2014b), "Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete", Eng. Fail. Anal., 41, 124-134. https://doi.org/10.1016/j.engfailanal.2014.02.017
  55. Shariati, M., Sulong, N.R., Shariati, A. and Khanouki, M.A. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926.
  56. Shariati, M., Sulong, N.R., Shariati, A. and Kueh, A.B.H. (2016), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Buil. Mater., 120, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102
  57. Shariati, M., Tahir, M.M., Wee, T.C., Shah, S.N.R., Jalali, A., Abdullahi, M.A.M. and Khorami, M. (2018), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Anal., 85, 149-166. https://doi.org/10.1016/j.engfailanal.2017.08.014
  58. Stanojevic, D., Mandic, M., Danon, G. and Svrzic, S. (2017), "Prediction of the surface roughness of wood for machining", J. Forestry Res., 28(6), 1281-1283. https://doi.org/10.1007/s11676-017-0401-z
  59. Tahmasbi, F., Maleki, S., Shariati, M., Sulong, N.R. and Tahir, M.M. (2016), "Shear capacity of C-shaped and L-shaped angle shear connectors", PloS one, 11(8), e0156989. https://doi.org/10.1371/journal.pone.0156989
  60. Toghroli, A., Mohammadhassani, M., Suhatril, M., Shariati, M. and Ibrahim, Z. (2014), "Prediction of shear capacity of channel shear connectors using the ANFIS model", Steel Compos. Struct., Int. J., 17(5), 623-639. https://doi.org/10.12989/scs.2014.17.5.623
  61. Toghroli, A., Suhatril, M., Ibrahim, Z., Safa, M., Shariati, M. and Shamshirband, S. (2016), "Potential of soft computing approach for evaluating the factors affecting the capacity of steel-concrete composite beam", J. Intel. Manuf., 1-9.
  62. Toghroli, A., Darvishmoghaddam, E., Zandi, Y., Parvan, M., Safa, M., Abdullahi, M.A.M., Heydari, A., Wakil, K., Gebreel, S.A. and Khorami, M. (2018), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, Int. J., 21(5), 525-530.

피인용 문헌

  1. Identification of the most influencing parameters on the properties of corroded concrete beams using an Adaptive Neuro-Fuzzy Inference System (ANFIS) vol.34, pp.1, 2018, https://doi.org/10.12989/scs.2020.34.1.155
  2. Numerical study on the axial compressive behavior of built-up CFT columns considering different welding lines vol.34, pp.3, 2018, https://doi.org/10.12989/scs.2020.34.3.377
  3. Computational estimation of the earthquake response for fibre reinforced concrete rectangular columns vol.34, pp.5, 2018, https://doi.org/10.12989/scs.2020.34.5.743
  4. Elevated temperature resistance of concrete columns with axial loading vol.9, pp.4, 2018, https://doi.org/10.12989/acc.2020.9.4.355
  5. Computational analysis of three dimensional steel frame structures through different stiffening members vol.35, pp.2, 2018, https://doi.org/10.12989/scs.2020.35.2.187
  6. Effect of progressive shear punch of a foundation on a reinforced concrete building behavior vol.35, pp.2, 2018, https://doi.org/10.12989/scs.2020.35.2.279
  7. Influence of porosity and cement grade on concrete mechanical properties vol.10, pp.5, 2018, https://doi.org/10.12989/acc.2020.10.5.393
  8. Assessment of microstructure and surface effects on vibrational characteristics of public transportation vol.11, pp.1, 2021, https://doi.org/10.12989/anr.2021.11.1.101
  9. Smart estimation of automatic approach in enhancing the road safety under AASHTO Standard specification and STM vol.79, pp.3, 2021, https://doi.org/10.12989/sem.2021.79.3.389
  10. Application of multi-hybrid metaheuristic algorithm on prediction of split-tensile strength of shear connectors vol.28, pp.2, 2018, https://doi.org/10.12989/sss.2021.28.2.167