Computers and Concrete

  • 제26권1호
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  • Pages.95-106
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  • 2020
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of position of hexagonal opening in concrete encased steel castellated beams under flexural loading

  • Velrajkumar, G. (Department of Civil Engineering, SVS College of Engineering) ;
  • Muthuraj, M.P. (Department of Civil Engineering, Coimbatore Institute of Technology)
  • 투고 : 2020.02.03
  • 심사 : 2020.06.10
  • 발행 : 2020.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

Castellated beams fabricated from standard I-sections are being used for several structural applications such as commercial and industrial buildings, multistory buildings, warehouses and portal frames in view of numerous advantages. The advantages include enhanced moment of inertia, stiffness, flexural resistance, reduction in weight of structure, by passing the used plate girders, the passage of service through the web openings etc. In the present study, experimental and numerical investigations were carried out on concrete encased steel castellated beams with hexagonal openings under flexural loading. Various positions of openings such as along the neutral axis, above the neutral axis and below the neutral axis were considered for the study. From the experimental findings, it has been observed that the load-carrying capacity of the castellated beam with web opening above neutral axis is found to be higher compared to other configurations. Nonlinear finite element analysis was performed by using general purpose finite element software ABAQUS considering the material nonlinearities. Concrete damage plasticity model was employed to model the nonlinearity of concrete and elasto-plastic model for steel. It has been observed that FE model could able to capture the behaviour of concrete encased steel castellated beams and the predicted values are in good agreement with the corresponding experimental values.

키워드

참고문헌

  1. ABAQUS (2004), User Manual, Version 6.4, ABAQUS Inc., Pawtucket, Rhode, Island.
  2. Abidin, A.Z. and Izzuddin, B.A. (2013), "Meshless local buckling analysis of steel beams with irregular web openings", Eng. Struct., 50, 197-206. https://doi.org/10.1016/j.engstruct.2012.10.006.
  3. Adhikary, B.B., Mutsuyoshi, H. and Sano, M. (2000), "Shear strengthening of reinforced concrete beams using steel plates bonded on beam web: experiments and analysis", Constr. Build. Mater., 14(5), 237-244. https://doi.org/10.1016/S0950-0618(00)00023-4.
  4. Afefy, H.M.E.D., Atta, A.M. and Taher, S.E.D.F. (2012), "Behavior of strengthened composite castellated beams pre-stressed with external bars: Experimental study", Arab. J. Sci. Eng., 37(6), 1521-1534. https://doi.org/10.1007/s13369-012-0278-2.
  5. Ahmad, S., Masri, A. and Abou Saleh, Z. (2018), "Analytical and experimental investigation on the flexural behavior of partially encased composite beams", Alex. Eng. J., 57(3), 1693-1712. https://doi.org/10.1016/j.aej.2017.03.035.
  6. Ali, A.A., Sadik, S.N. and Abdul-Sahib, W.S. (2012), "Strength and ductility of concrete encased composite beams", Eng. Technol. J., 30(15), 2701-2714.
  7. Baskar, K., Shanmugam, N.E. and Thevendran, V. (2002), "Finite-element analysis of steel-concrete composite plate girder", J. Struct. Eng., 128(9), 1158-1168. https://doi.org/10.1061/(ASCE)0733-9445.
  8. Chen, C.C. and Cheng, C.L. (2008), "Flexural analysis and design methods for SRC beam sections with complete composite action", J. Chin. Inst. Eng., 31, 215-229. https://doi.org/10.1080/02533839.2008. 9671375.
  9. Chen, C.C., Li, J.M. and Weng, C.C. (2005), "Experimental behaviour and strength of concrete-encased composite beam-columns with T-shaped steel section under cyclic loading", J. Constr. Steel Res., 61(7), 863-88. https://doi.org/10.1016/j.jcsr.2005.01.002.
  10. Chen, E.Y. and Schnobrich, W.C. (1981). "Material modeling of plain concrete", Adv. Mech. Reinf. Concrete, IABSE Colloquium, Delft, 33-51.
  11. Chen, F.W. (1982), Plasticity in Reinforced Concrete, McGraw-Hill, New York.
  12. Chen, S. and Gu, P. (2005), "Load carrying capacity of composite beams prestressed with external tendons under positive moment", J. Constr. Steel Res., 61(4), 515-530. https://doi.org/10.1016/j.jcsr.2004.09.004.
  13. Dabaon, M., El-Naggar, M.I. and Yossef, N.M. (2003), "Experimental and theoretical study of curved rolled and castellated composite beams", Alex. Eng. J., 42(2), 219-230.
  14. de Oliveira, J.P., Cardoso, D.C.T. and Sotelino, E.D. (2019), "Elastic flexural local buckling of Litzka Castellated beam: Explicit equation anf FE parametric study", Eng. Struct., 186(1), 436-445. https://doi.org/10.1016/j.engstruct.2019.02.034.
  15. De Sutter, S., Verbruggen, S. and Tysmans, T. (2016), "Shear behaviour of hybrid composite-concrete beams: Experimental failure and strain analysis", Compos. Struct., 152(15), 607-616. https://doi.org/10.1016/j.compstruct.2016.05.075.
  16. Dias, M.M., Tamayo, J.L., Morsch, I.B. and Awruch, A.M. (2015), "Time dependent finite element analysis of steel-concrete composite beams considering partial interaction", Comput. Concrete, 15(4), 687-707. http://dx.doi.org/10.12989/cac.2015.15.4.687.
  17. Durifa, S. and Bouchaira, A. (2012), "Behavior of cellular beams with sinusoidal openings", Procedia Eng., 40, 108-113. https://doi.org/10.1016/j.proeng.2012.07.064.
  18. Elakeya, U., Bhuvanesh, A. and Gajalakshmi, P. (2016), "Study on the structural behavior of concrete encased steel composite members", Int. J. Earth Sci. Eng., 9(3), 323-329.
  19. Ellobody, E. (2011), "Interaction of buckling modes in castellated steel beams", J. Constr. Steel Res., 67(5), 814-825. https://doi.org/10.1016/j.jcsr.2010.12.012.
  20. Frans, R., Parung, H., Sandy, D. and Tonapa, S (2017), "Numerical modeling of hexagonal castellated beam under monotonic loading", Procedia Eng., 171, 781-788. https://doi.org/10.1016 /j.proeng. 2017.01.449. https://doi.org/10.1016/j.proeng.2017.01.449
  21. Gandomi, A.H., Tabatabaei, S.M., Moradian, M.H., Radfar, A. and Alavi, A.H. (2011), "A new prediction model for the load capacity of castellated steel beams", J. Constr. Steel Res., 67(7), 1096-1105. https://doi.org/10.1016/j.jcsr.2011.01.014.
  22. Gizejowski, M.A. and Salah, W. (2011), "Numerical modeling of composite castellated beams", Proceeding Local Seminar of the Polish Chapter of IASS, Warsaw.
  23. Gu, X., Chen, T., Li, H., Zhang, W. and Wang, H. (2012), "behavior of steel-concrete composite cantilever box beams under negative moment", J. Constr. Steel Res., 12, 509-521. https://doi.org/10.1007/s13296-012-4005-3.
  24. Hadi, M.N. and Yuan, J.S. (2017), "Experimental investigation of composite beams reinforced with GFRP I-beam and steel bars", Constr. Build. Mater., 144, 462-474. https://doi.org/10.1016/j.conbuildmat.2017.03.217.
  25. He, J., Liu, Y., Chen, A. and Yoda, T. (2012), "Shear behavior of partially encased composite I-girder with corrugated steel web: Experimental study", J. Constr. Steel Res., 77, 193-209. https://doi.org/10.1016/j.jcsr.2012.05.005.
  26. He, J., Liu, Y., Lin, Z., Chen, A. and Yoda, T. (2012), "Shear behavior of partially encased composite I-girder with corrugated steel web: Numerical study", J. Constr. Steel Res., 79, 166-182. https://doi.org/10.1016/j.jcsr.2012.07.018
  27. Hsu, H.L. and Wang, C.L. (2000), "Flexural torsional behaviour of steel reinforced concrete members subjected to repeated loading", Earthq. Eng. Struct. Dyn., 29(5), 667-682. https://doi.org/10.1002/(SICI)1096-9845(200005)29:5<667::AID-EQE930>3.0.CO;2-Y.
  28. Huo, B.Y. and D'Mello, C.A. (2013), "Push out test and analytical study of shear transfer mechanisms in composite shallow cellular floor beams", J. Constr. Steel Res., 88, 191-205. https://doi.org/10.1016/j.jcsr. 2013. 05. 007.
  29. Ibrahim, S.A., El-Dakhakhni, W.W. and Elgaaly, M. (2006), "Behavior of bridge girders with corrugated webs under monotonic and cyclic loading", Eng. Struct., 28(14), 1941-1955. https://doi.org/10.1016/j.engstruct.2006.03.026.
  30. Idris, Y. and Ozbakkaloglu, T. (2014), "Flexural behavior of FRP-HSC-steel composite beams", Thin Wall. Struct., 80, 207-216. https://doi.org/10.1016/j.tws.2014.03.011.
  31. Jankowiak, T. and Lodygowski, T. (2005), "Identification of parameters of concrete damage plasticity constitutive model", Found. Civil Environ. Eng., 6(1), 53-69.
  32. Jiang, Y., Hu, X., Hong, W., Gu, M. and Sun, W. (2016), "Investigation on partially concrete encased composite beams under hogging moment", Adv. Struct. Eng., 20(3), 461-470. https://doi.org/10.1177/1369433216654148.
  33. Ju, Y.K., Chun, S.C. and Kim, S.D. (2009), "Flexural test of a composite beam using asymmetric steel section with web openings", J. Struct. Eng., 135(4), 448-458. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:4 (448).
  34. Kerdal, D. and Nethercot, DA. (1984), "Failure modes for castellated beams", J. Constr. Steel Res., 4(4), 295-315. https://doi.org/10.1016/0143-974X(84)90004-X.
  35. Kmiecik, P. and Kaminski, M. (2011), "Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration", Arch. Civil Mech. Eng., 11, 623-636. https://doi.org/10.1016/S1644-9665(12)60105-8.
  36. Lawson, M., Beguin, P., Obiala, R. and Braun, M. (2015), "Slim floor construction using hollow-core and composite decking systems", Steel Constr., 8(2), 85-89. https://doi.org/10.1002/stco.201510018.
  37. Lee, J. and Fenves, G.L. (1994), "Numerical implementation of plastic-damage model for concrete under cyclic loading: application to concrete dam", Rep. No. UCB/SEMM-94/03, Department of Civil Engineering, University of California, Berkeley, California.
  38. Lee, J. and Fenves, G.L. (1998), "Plastic-damage model for cyclic loading of concrete structures", J. Eng. Mech., 124(8), 892-900. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892).
  39. Lee, T.K. and Pan, A.D. (2001), "Analysis of composite beam-columns under lateral cyclic loading", J. Struct. Eng., 127(2), 186-193. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(186).
  40. Leng, Y.B. and Song, X.B. (2017), "Flexural and shear performance of steel-concrete-steel sandwich slabs under concentrate loads", J. Constr. Steel Res., 134, 38-52. https://doi.org/10.1016/j.jcsr.2017.03.009
  41. Li, L.Z., Cai, Z.W., Lu, Z.D., Zhang, X.L., & Wang, L. (2017), "Shear performance of bolted side-plated reinforced concrete beams", Eng. Struct., 144(1), 73-87. https://doi.org/10.1016/j.engstruct.2017.04.043.
  42. Li, X., Lv, H. and Zhou, S. (2012), "Flexural behavior of GFRP-reinforced concrete encased steel composite beams", Constr. Build. Mater., 28(1), 255-262. https://doi.org/10.1016/j.conbuildmat.2011.08.058.
  43. Liang, Q.Q., Uy, B., Bradford, M.A. and Ronagh, H.R. (2005), "Strength analysis of steel-concrete composite beams in combined bending and shear", J. Struct. Eng., 131(10), 1593-1600. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:10(1593).
  44. Liu, D., Wang, F., Fu, F. and Wang, H. (2017), "Experimental research on the failure mechanism of foam concrete with C- Channel embedment", Comput. Concrete, 20(3), 263-273. https://doi.org/10.12989/cac.2017.20.3.263.
  45. Liu, M., Liang, M., Ma, Q., Wang, P. and Ma, C. (2020), "Web-post buckling of bolted castellated steel beam with octagonal web openings", J. Constr. Steel Res., 164, 1-15. https://doi.org/10.1016/j.jcsr.2019.105794.
  46. Liu, T.C.H. and Chung, K.F. (2003), "Steel beams with large web opening of various shapes and sizes: finite element investigation", J. Constr. Steel Res., 59(9), 1159-1176. https://doi.org/10.1016/S0143-974X(03)00030-0.
  47. Lubliner, J., Oliver, J., Oller, S. and Onate, E., (1989). "A plastic-damage model for concrete", Int. J. Solid. Struct., 25(3), 299-326. https://doi.org/10.1016/0020-7683(89)90050-4.
  48. Mahmoud, A.M. (2016), "Finite element modeling of steel concrete beam considering double composite action", Ain Shams Eng. J., 7(1), 73-88. https://doi.org/10.1016/j.asej.2015.03.012.
  49. Mimoune, M., Soltani, M. and Bouchair, A. (2012), "Numerical modeling of castellated beams with hexagonal opening", World J. Eng., 9(2), 167-178. https://doi.org/10.1260/1708-5284.9.2.167.
  50. Morkhade, S.G. and Gupta, L.M. (2015), "An experimental and parametric study on steel beams with web openings", Int. J. Adv. Struct. Eng., 7, 249-260. https://doi.org/10.1007/s40091-015-0095-4
  51. Moscoso, A.M., Tamayo, J.L. and Morsch, I.B. (2017), "Numerical simulation of external pre-stressed steel-concrete composite beams", Comput. Concrete, 2(2), 191-201. https://doi.org/10.12989/cac.2017.19.2.191.
  52. Nie, J., Tao, M., Cai, C.S. and Li, S. (2011), "Analytical and numerical modeling of prestressed continuous steel-concrete composite beams", J. Struct. Eng., 137(12), 1405-1418. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000409.
  53. Qiao, P., Zou, G. and Davalos, J.F. (2003), "Flexural-torsional buckling of fiber-reinforced plastic composite cantilever I-beams", Compos. Struct., 60(2), 205-217. https://doi.org/10.1016/S0263-8223(02)00304-5.
  54. Redwood, R. and Demirdjian, S. (1998), "Castellated beam web buckling in shear", J. Struct. Eng., 124(10), 1202-1207. https://doi.org/10.1061/(ASCE)07339445 (1998)124: 10(1202)
  55. Salah, W. and Gizejowski, M.A. ((2008a), "Numerical finite element modeling of the stability behavior of slender section steel-concrete composite beams with web openings", Proceedings Local Seminar of the polish Chapter of IASS, Warsaw, 76-86.
  56. Salah, W. and Gizejowski, M.A. (2008b), "Experimental investigation of the stability behavior of slender section steel-concrete composite beams with web openings", Proceeding Local Seminar of the Polish Chapter of IASS, Warsaw.
  57. Sapountzakis, E.J. and Dourakopoulos, J.A. (2008), "Flexural-torsional buckling analysis of composite beams by BEM including shear deformation effect", Mech. Res. Commun., 35(8), 497-516. https://doi.org/10.1016/j.mechrescom.2008.06.007.
  58. Sener, K.C., Varma, A.H. and Seo, J. (2016), "Experimental and numerical investigation of the shear behavior of steel-plate composite (SC) beams without shear reinforcement", Eng. Struct., 127(15), 495-509. https://doi.org/10.1016/j.engstruct.2016.08.053.
  59. Shan, L. and Qiao, P. (2005), "Flexural-torsional buckling of fiber-reinforced plastic composite open channel beams", Compos. Struct., 68(2), 211-224. https://doi.org/10.1016/j.compstruct.2004.03.015.
  60. Sheehan, T., Dai, X., Lam, D., Aggelopoulos, E., Lawson, M. and Obiala, R. (2016), "Experimental study on long spanning composite cellular beam under flexure and shear", J. Constr. Steel Res., 116, 40-54. https://doi.org/10.1016/j.jcsr.2015.08.047.
  61. Vasdravellis, G. and Uy, B. (2014), "Shear strength and moment-shear interaction in steel-concrete composite beams", J. Struct. Eng., 140(11), 04014084-040140811. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001 008.
  62. Vasudevan, G. and Kothandaraman, S. (2011), "Parametric study on nonlinear finite element analysis on flexural behaviour of RC beams using ANSYS", Int. J. Civil Struct. Eng., 2(1), 98-111.
  63. Vo, T.P. and Lee, J. (2007), "Flexural-torsional buckling of thin-walled composite box beams", Thin Wall. Struct., 45, 790-798. https://doi.org/10.1016/j.tws.2007. 06. 001.
  64. Vo, T.P. and Lee, J. (2007), "Flexural-torsional buckling of thin-walled composite box beams", Thin Wall. Struct., 45, 790-798. https://doi.org/10.1016/j.tws.2007.06.001.
  65. Warren, J. (2001), "Ultimate load and deflection behaviour of cellular beams", MSc Thesis, School of Civil Engineering, University of Natal, Durban, South Africa.
  66. Weng, C.C., Yen, S.I. and Chen, C.C. (2001), "Shear strength of concrete-encased composite structural members", J. Struct. Eng., 127(10), 1190-1997. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:10(1190).
  67. William, K.J. and Warnke, E.D. (1975), "Constitutive model for the triaxial behavior of concrete", Proceeding of the International Assoc Bridge Structural Engineering, Bergamo, 19-174.
  68. Xu, C. and Wu, K (2019), "Damage and stiffness research on steel shape steel fibre reinforced concrete composite beams", Comput. Concrete, 24(6), 513-525. https://doi.org/10.12989/cac.2019.24.6.513.
  69. Yang, Y., Xue, Y., Yu, Y., Ma, N. and Shao, Y. (2017), "Experimental study on flexural performance of partially precast steel reinforced concrete beams", J. Constr. Steel Res., 133, 192-201. https://doi.org/10.1016/j.jcsr.2017.02.019.
  70. Zirakian, T. and Showkati, H. (2006), "Distortional buckling of castellated beams", J. Constr. Steel Res., 62(9), 863-871. https://doi.org/10.1016/j.jcsr.2006.01.004.