Advances in concrete construction

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Reliability analysis of Industrial plant reinforced concrete columns

  • Cheng, Zhengjie (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Yao, Jitao (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Gao, Jun (School of Civil Engineering, Xi'an University of Architecture and Technology)
  • Received : 2019.09.25
  • Accepted : 2022.09.14
  • Published : 2022.08.25
⟨ Previous Next ⟩

Abstract

Based on the design of reinforced concrete columns in Chinese design codes, the failure function of reinforced concrete (RC) columns cannot be expressed as a linear function. This makes it difficult to reveal the level of reliability control in Chinese design code. Therefore, the failure function of dimensionless form is established in this paper, and the typical components (Industrial plant columns) are selected for analysis. At last, numerical simulation proves that the proposed model can be used to analysis reliability of columns. The results based on this model indicate that there is a strong difference in the reliability of RC columns designed with different design parameters, and the reliability would be lower when the eccentricity produced by crane load is smaller.

Keywords

Acknowledgement

The support for this work was provided in part by the National Key R&D Program of China Grant No. 2016YFC0701301-01. This support is greatly appreciated.

References

  1. ACI 318 (2014), Building Code Requirements for Structural Concrete and Commentary; American Concrete Institute, Farmington Hills, MI, USA.
  2. ASCE (2014), Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10); American Society of Civil Engineers, 559(3):996. http://dx.doi.org/10.1061/9780784412916.
  3. Alkhatib, S. and Deifalla, A. (2022a), "Punching Shear Strength of FRP-Reinforced Concrete Slabs without Shear Reinforcements: A Reliability Assessment", Polymers, 14, 1743. https:/doi.org/10.3390/polym14091743
  4. Alkhatib, S. and Deifalla, A. (2022b), "Reliability-based assessment and optimization for the two-way shear design of lightweight reinforced concrete slabs using the ACI and EC2", Case Studies Constr. Mater., 17, e01209. https:/doi.org/10.1016/j.cscm. 2022.e01209
  5. Ali, B., Fahad, M., Ullah, S., Ahmed, H., Alyousef, R. and Deifalla, A. (2022), "Development of Ductile and Durable High Strength Concrete (HSC) through Interactive Incorporation of Coir Waste and Silica Fume", Materials, 15, 2616. https:/doi.org/10.3390/ma15072616
  6. Castaldo, P., Gino, D., Marano, G.C. and Mancini, G. (2022), "Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns", Eng. Struct., 255, 113920. https://doi.org/10.1016/j.engstruct.2022.113920
  7. Cheng, K.K. (2017), "A performance inspection method based on probability for precast concrete flexural members", Xi'an University of Architecture and Technology, CNKI: CDMD: 1.1017.737331.
  8. Diniz, S. and Frangopol, D.M. (1997), "Reliability bases for highstrength concrete columns", J. Struct. Eng., 123(10), 1375-1381. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:10(1375)
  9. Frangopol, D.M., Ide, Y., Spacone, E. and Iwaki, I. (1996), "A new look at reliability of reinforced concrete columns", Struct. Safety, 18(2-3), 123-150. https://doi.org/10.1016/0167-4730(96)00015-X
  10. Gino, D., Castaldo, P., Giordano, L. and Mancini, G. (2021), "Model uncertainty in non-linear numerical analyses of slender reinforced concrete members", Struct. Concrete, 22(2), 845-870. https://doi.org/10.1002/suco.202000600
  11. Gong, J.X. and Wei, W.W. (2007), Reliability design principle of engineering structure, China Machine Press, 978-7-111-21266-9.
  12. Gong, J.X. and Zheng, Q. (2003), "Probability analysis of reinforced concrete elements subjected to eccentric compression", Indust. Archit., 33(11), 4. https://doi.org/10.3321/j.issn:1000-8993.2003.11.008
  13. Guo, L., Deng, M., Li, R., Li, T. and Dong, Z. (2022), "Shear strengthening of RC short columns with CFRP grid-reinforced FRC matrix: Cyclic loading tests", J. Build. Eng., 47, 103915. https://doi.org/10.1016/j.jobe.2021.103915
  14. GB 50009 (2012), Load code for the design of building structures, China Architecture Building Press, Beijing, China.
  15. GB 50010 (2010), Code for design of concrete structures, Building and Industrial Press; Beijing, China.
  16. GB 50068 (2001), Unified standard for reliability design of building structures, China Architecture and Building Press, Beijing, China.
  17. Hong, H.P. and Zhou, W. (1999), "Reliability evaluation of RC columns", J. Struct. Eng., 125(7), 784-790. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:7(784)
  18. Huang, Y.S., Song, H.Y. and Cai, J. (2010), "Reliability analysis of reinforced concrete eccentric compression members after reinforcement with enlarged section", Eng. Mech., CNKI: SUN: GCLX.0.2010-08-026.
  19. Jiang, Y.B., Yang, Y. and Yang, W.J. (2011), "Reliability analysis based on random correlative characteristics between moment and axial force for RC member subjected to eccentric compression", J. Build. Struct., 32(8), 106-112. https:/doi.org/10.1631/jzus. B1000185
  20. Jiang, Y., Sun, G., He, Y., Beer, M. and Zhang, J. (2015), "A nonlinear model of failure function for reliability analysis of RC frame columns with tension failure", Eng. Struct., 98, 74-80. https:/doi.org/10.1016/j.engstruct.2015.04.030
  21. Kim, J.H., Lee, S.H., Paik, I. and Lee, H.S. (2015), "Reliability assessment of reinforced concrete columns based on the P-M interaction diagram using AFOSM", Struct. Safety, 55, 70-79. https://doi.org/10.1016/j.strusafe.2015.03.003
  22. Kim, C.S., Gong, Y., Zhang, X. and Hwang, H.J. (2020), "Experimental study on long-term behavior of RC columns subjected to sustained eccentric load", Adv. Concrete Constr., Int. J., 9(3), 289-299. https://doi.org/10.12989/acc.2020.9.3.289
  23. Kiureghian, A.D. and Liu, P. (1986), "Structural reliability under incomplete probability information", J. Eng. Mech., 112(1), 85-104. https://doi.org/10.1061/(ASCE)0733-9399(1986)112:1(85)
  24. Li, Y., Zhang, Q., Kaminski, P., Deifalla, A.F., Sufian, M., Dyczko, A., Kahla, N.B. and Atig, M. (2022), "Compressive Strength of Steel Fiber-Reinforced Concrete Employing Supervised Machine Learning Techniques", Materials, 15(12), 4209. https://doi.org/10.3390/ma15124209
  25. Luat, N.V., Lee, J., Lee, D.H. and Lee, K. (2020), "GS-MARS method for predicting the ultimate load-carrying capacity of rectangular CFST columns under eccentric loading", Comput. Concrete, Int. J., 25(1), 1-14. https://doi.org/10.12989/cac.2020.25.1.001
  26. Mirza, S.A. (1996), "Reliability-based design of reinforced concrete columns", Struct. Safety, 18(2), 179-194. https://doi.org/10.1016/0167-4730(96)00010-0
  27. Rackwitz, R. and Flessler, B. (1978), "Structural reliability under combined random load sequences", Comput. Struct., 9(5), 489-494. https://doi.org/10.1016/0045-7949(78)90046-9
  28. Rosenblatt, M. (1952), "Remarks on a multivariate transformation", Annals Mathe. Statist., 23(3), 470-472. https://doi.org/10.1214/aoms/1177729394
  29. Sadeghi, K. and Nouban, F. (2019), "An algorithm for simulation of cyclic eccentrically-loaded RC columns using fixed rectangular finite elements discretization", Comput. Concrete, Int. J., 23(1), 25-36. https://doi.org/10.12989/cac.2019.23.1.025
  30. Ruiz, S.E. and Aguilar, J.C. (1994), "Reliability of short and slender reinforced-concrete columns", J. Struct. Eng., 120(6), 1850-1865. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:6(1850)
  31. Shen, Z., Kaminski, P. and Dyczko, A. (2022), "Compressive Strength Evaluation of Ultra-High-Strength Concrete by Machine Learning", Materials, 15, 3523. https://doi.org/10.3390/ma15103523
  32. Stewart, M.G. and Attard, M.M. (1999), "Reliability and model accuracy for high-strength concrete column design", J. Struct. Eng., 125(3), 290-300. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:3(290)
  33. Yao, J.T. and Gu, H. (2016), "Probability model and combination method of crane load of industrial building", J. Struct. Eng., 37(11), 160-166. https://doi.org/10.14006/j.jzjgxb.2016.11.020
  34. Yao, J.T. and Gu, H. (2018), "Probability Analysis of Crane Load and Load Combination Actions", Mathe. Probl. Eng., 2018. https://doi.org/10.14006/j.jzjgxb.2016.11.020
  35. Yao, J.T., Song, C. and Liu, W. (2017), "Reliability Analysis of Crack Control of Concrete Flexural Members", China Civil Eng. J., 50(3), 28-34. https://doi.org/10.15951/j.tmgcxb.2017.03.004
  36. Yu, F., Kong, Z., Li, D. and Vu, Q.V. (2020), "Experimental study on the stress-strain relationship of PVC-CFRP confined reinforced concrete columns under eccentric compression", Adv. Concrete Constr., Int. J., 10(2), 151-159. https://doi.org/10.12989/acc.2020.10.2.151
  37. Zhu, C.Y., Sun, L., Wang, K., Yuan, Y. and Wei, M.H. (2019), "Effect of bond slip on the performance of FRP reinforced concrete columns under eccentric loading", Comput. Concrete, Int. J., 24(1), 73-83. https:/doi.org/10.12989/cac.2019.24.1.073