Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Effect of progressive shear punch of a foundation on a reinforced concrete building behavior

  • Naghipour, Morteza (Department of Civil Engineering, Babol Noshirvani University of Technology) ;
  • Niak, Kia Moghaddas (Department of Civil Engineering, Babol Noshirvani University of Technology) ;
  • Shariati, Mahdi (Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University) ;
  • Toghroli, Ali (Institute of Research and Development, Duy Tan University)
  • Received : 2019.07.24
  • Accepted : 2020.03.25
  • Published : 2020.04.25
⟨ Previous Next ⟩

Abstract

Foundation of a building is damaged under service loads during construction. First visit shows that the foundation has been punched at the 6 column's foot region led to building rotation. Foundation shear punching occurring has made some stresses and deflections in construction. In this study, progressing of damage caused by foundation shear punching and inverse loading in order to resolve the building rotation has been evaluated in the foundation and frame of building by finite element modeling in ABAQUS software. The stress values of bars in punched regions of foundation has been deeply exceeded from steel yielding strength and experienced large displacement based on software's results. On the other hand, the values of created stresses in the frame are not too big to make serious damage. In the beams and columns of ground floor, some partial cracks has been occurred and in other floors, the values of stresses are in the elastic zone of materials. Finally, by inverse loading to the frame, the horizontal displacement of floors has been resolved and the values of stresses in frame has been significantly reduced.

Keywords

References

  1. Davoodnabi, S.M., Mirhosseini, S.M. and Shariati, M. (2019), "Behavior of steel-concrete composite beam using angle shear connectors at fire condition", Steel Compos. Struct., 30(2), 141-147.DOI: https://doi.org/10.12989/scs.2019.30.2.141.
  2. 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., 26(4), 485-499. https://doi.org/10.12989/scs.2018.26.4.485.
  3. Ismail, M., Shariati, M., Abdul Awal, A.S.M., Chiong, C.E., Sadeghipour Chahnasir, E., Porbar, A., Heydari, A. and khorami, M. (2018), "Strengthening of bolted shear joints in industrialized ferrocement construction", Steel Compos. Struct., 28(6), 681-690. https://doi.org/10.12989/scs.2018.28.6.681.
  4. Khorramian, K., Maleki, S., Shariati, M. and Ramli Sulong, N.H. (2016), "Behavior of Tilted Angle Shear Connectors (vol 10, e0144288, 2015)", PLoS One, 11(2).
  5. Li, D., Toghroli, A., Shariati, M., Sajedi, F., Bui, D.T., Kianmehr, P., Mohamad, E.T. and Khorami, M. (2019), "Application of polymer, silica-fume and crushed rubber in the production of Pervious concrete", Smart Struct. Syst., 23(2), 207-214. https://doi.org/10.12989/sss.2019.23.2.207.
  6. Li, K., Wang, X.L., Cao, S.Y. and Chen, Q.P. (2015), "Fatigue behavior of concrete beams reinforced with HRBF500 steel bars", Struct. Eng. Mech., 53(2), 311-324. https://doi.org/10.12989/sem.2015.53.2.311.
  7. Luo, Z., Sinaei, H., Ibrahim, Z., Shariati, M., Jumaat, Z., Wakil, K., Pham, B.T., Mohamad, E.T. and Khorami, M. (2019), "Computational and experimental analysis of beam to column joints reinforced with CFRP plates", Steel Compos. Struct., 30(3), 271-280. http://dx.doi.org/10.12989/scs.2019.30.3.271.
  8. Mohammadhassani, M., Akib, S., Shariati, M., Suhatril, M. and Arabnejad Khanouki, M.M. (2014), "An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio", Eng. Fail. Anal., 41, 73-80. https://doi.org/10.1016/j.engfailanal.2013.08.014.
  9. Naghipour, M., Yousofizinsaz, G. and Shariati, M. (2020). "Experimental study on axial compressive behavior of welded built-up CFT stub columns made by cold-formed sections with different welding lines", Steel Compos. Struct., 34(3), 347. https://doi.org/10.12989/scs.2020.34.3.347.
  10. Nasrollahi, S., Maleki, S., Shariati, M., Marto, A. and Khorami, M. (2018), "Investigation of pipe shear connectors using push out test", S Steel Compos. Struct., 27(5), 537-543. http://dx.doi.org/10.12989/scs.2018.27.5.537.
  11. Nosrati, A., Zandi, Y., Shariati, M., Khademi, K., Darvishnezhad Aliabad, M., Marto, A., Mu'azu, M., Ghanbari, E., Mandizadeh, M.B. and Shariati, A. (2018), "Portland cement structure and its major oxides and fineness", Smart Struct. Syst., 22(4), 425-432. https://doi.org/10.12989/sss.2018.22.4.425.
  12. Paknahad, M., Shariati, M., Sedghi, Y., Bazzaz, M. and Khorami, M. (2018), "Shear capacity equation for channel shear connectors in steel-concrete composite beams", Steel Compos. Struct., 28(4), 483-494. http://dx.doi.org/10.12989/scs.2018.28.4.483.
  13. Sajedi, F. and Shariati, M. (2019), "Behavior study of NC and HSC RCCs confined by GRP casing and CFRP wrapping", Steel Compos. Struct., 30(5), 417-432. https://doi.org/10.12989/scs.2019.30.5.417.
  14. Shahabi, S., Ramli Sulong, N. H., Shariati, M. and Shah, S. (2016), "Performance of shear connectors at elevated temperatures-A review", Steel Compos. Struct., 20(1), 185-203. https://doi.org/10.12989/scs.2016.20.1.185.
  15. Shariati, M. (2013), Behaviour of C-shaped Shear Connectors in Stell Concrete Composite Beams, Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
  16. Shariati, M., Heyrati, A., Zandi, Y., Laka, H., Toghroli, A., Kianmehr, P., Safa, M., Salih, M.N. and Poi-Ngian, S. (2019a), "Application of waste tire rubber aggregate in porous concrete", Smart Struct. Syst., 24(4), 553-566. https://doi.org/10.12989/sss.2019.24.4.553.
  17. Shariati, M., Rafiei, S., Zandi, Y., Fooladvand, R., Gharehaghaj, B., Shariat, A., Trung, N.T., Salih, M.N., Mehrabi, P. and Poi-Ngian, S. (2019b), "Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete", Adv. Concrete Constr., 8(3), 225-237. https://doi.org/10.12989/acc.2019.8.3.225.
  18. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Shariati, A. (2011), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 world congress on advances in structural engineering and mechanics (ASEM'11+).
  19. Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2012), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Proceedings of the 5th International Conference on Engineering Failure Analysis, 1-4 July 2012, Hilton Hotel, The Hague, The Netherlands.
  20. Shariati, M., Toghroli, A., Jalali, A. and Ibrahim, Z. (2017), "Assessment of stiffened angle shear connector under monotonic and fully reversed cyclic loading", Proceedings of the 5th International Conference on Advances in Civil, Structural and Mechanical Engineering-CSM 2017.
  21. Sinaei, H., Jumaat, M.Z. and Shariati, M. (2011), "Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP)", Int. J. Phys. Sci., 6(28), 6572-6579.
  22. Suhatril, M., Osman, N., Sari, P.A., Shariati, M. and Marto, A. (2019), "Significance of surface eco-protection techniques for cohesive soils slope in Selangor, Malaysia", Geotech. Geological Eng., 37(3), 2007-2014. https://doi.org/10.1007/s10706-018-0740-3
  23. Tahmasbi, F., Maleki, S., Shariati, M., Ramli Sulong, N.H. and Tahir, M.M. (2016), "Shear capacity of C-shaped and L-shaped angle shear connectors", PLoS One, 11(8), e0156989.DOI: https://doi.org/10.1371/journal.pone.0156989.
  24. Toghroli, A., Shariati, M., Karim, M.R. and Ibrahim, Z. (2017), "Investigation on composite polymer and silica fume-rubber aggregate pervious concrete", Proceedings of the 5th International Conference on Advances in Civil, Structural and Mechanical Engineering - CSM 2017, Zurich, Switzerland.
  25. Toghroli, A., Shariati, M., Sajedi, F., Ibrahim, Z., Koting, S., Mohamad, E.T. and Khorami, M. (2018), "A review on pavement porous concrete using recycled waste materials", Smart Struct. Syst., 22(4), 433-440. https://doi.org/10.12989/sss.2018.22.4.433.
  26. Trung, N.T., Alemi, N., Haido, J.H., Shariati, M., Baradaran, S. and Yousif, S.T. (2019), "Reduction of cement consumption by producing smart green concretes with natural zeolites", Smart Struct. Syst., 24(3), 415-425. https://doi.org/10.12989/sss.2019.24.3.415.
  27. Wei, X., Shariati, M., Zandi, Y., Pei, S., Jin, Z., Gharachurlu, S., Abdullahi, M.M., Tahir, M.M. and Khorami, M. (2018), "Distribution of shear force in perforated shear connectors", Steel Compos. Struct., 27(3), 389-399. http://dx.doi.org/10.12989/scs.2018.27.3.389.
  28. Willam, K.J. (1975), "Constitutive model for the triaxial behaviour of concrete", Proc. Intl. Assoc. Bridge Structl. Engrs, 19, 1-30.
  29. Xie, Q., Sinaei, H., Shariati, M., Khorami, M., Mohamad, E.T. and Bui, D.T. (2019), "An experimental study on the effect of CFRP on behavior of reinforce concrete beam column connections", Steel Compos. Struct., 30(5), 433-441. https://doi.org/10.12989/scs.2019.30.5.433.
  30. Ziaei-Nia, A., Shariati, M. and Salehabadi, E. (2018), "Dynamic mix design optimization of high-performance concrete", Steel Compos. Struct., 29(1), 67-75. https://doi.org/10.12989/scs.2018.29.1.067.

Cited by

  1. Influence of porosity and cement grade on concrete mechanical properties vol.10, pp.5, 2020, https://doi.org/10.12989/acc.2020.10.5.393
  2. Knowledge-Based Prediction of Load-Carrying Capacity of RC Flat Slab through Neural Network and FEM vol.2021, 2020, https://doi.org/10.1155/2021/4528945
  3. Experimental study on the effects of physical conditions on the interaction between debris flow and baffles vol.33, pp.5, 2020, https://doi.org/10.1063/5.0046670
  4. Optimization algorithms for composite beam as smart active control of structures using genetic algorithms vol.27, pp.6, 2020, https://doi.org/10.12989/sss.2021.27.6.1041
  5. Computer simulation for stability performance of sandwich annular system via adaptive tuned deep learning neural network optimization vol.11, pp.1, 2021, https://doi.org/10.12989/anr.2021.11.1.083
  6. 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
  7. 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
  8. Experimental study of reversal of multidrug resistance in human leukemia K562/DOX cells by toad venom vol.11, pp.2, 2020, https://doi.org/10.12989/anr.2021.11.2.219
  9. Application of multi-hybrid metaheuristic algorithm on prediction of split-tensile strength of shear connectors vol.28, pp.2, 2020, https://doi.org/10.12989/sss.2021.28.2.167
  10. Analyzing shear strength of steel-concrete composite beam with angle connectors at elevated temperature using finite element method vol.40, pp.6, 2020, https://doi.org/10.12989/scs.2021.40.6.853