International journal of steel structures (국제강구조저널)

Korean Society of Steel Construction (한국강구조학회)
권호 표지
DOI QR코드

DOI QR Code

A Fiber Model Based on Secondary Development of ABAQUS for Elastic-Plastic Analysis

  • Shi, Yan-Li (School of Civil Engineering and Mechanics, Lanzhou University) ;
  • Li, Hua-Wei (School of Civil Engineering, Lanzhou University of Technology) ;
  • Wang, Wen-Da (School of Civil Engineering, Lanzhou University of Technology) ;
  • Hou, Chao (School of Civil Engineering, The University of Sydney)
  • Received : 2017.07.04
  • Accepted : 2018.03.14
  • Published : 2018.12.31
⟨ Previous Next ⟩

Abstract

With the aim to provide an efficient platform for the elastic-plastic analysis of steel structures, reinforced concrete (RC) structures and steel-concrete composite structures, a program iFiberLUT based on the fiber model was developed within the framework of ABAQUS. This program contains an ABAQUS Fiber Generator which can automatically divide the beam and column cross sections into fiber sections, and a material library which includes several concrete and steel uniaxial material models. The range of applications of iFiberLUT is introduced and its feasibility is verified through previously reported test data of individual structural members as well as planar steel frames, RC frames and composite frames subjected to various loadings. The simulation results indicate that the developed program is able to achieve high calculation accuracy and favorable convergence within a wide range of applications.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

References

  1. ABAQUS. (2010). Abaqus user subroutines reference guide. Velizy-Villacoublay: Dassault Systems Inc.
  2. Clough, R. W., & Johnston, S. B. (1966). Effect of stiffness degradation on earthquake ductility requirements. In Proceedings of Japan earthquake engineering symposium, Japan (pp. 195-198).
  3. CSI. (2006). Perform-3D nonlinear analysis and performance assessment for 3D structures user guide. Berkeley: Computer and Structures Inc.
  4. Esmaeily, A., & Xiao, Y. (2005). Behavior of reinforced concrete columns under variable axial loads: analysis. ACI Structure Journal, 102(5), 736-744.
  5. Filippou, F. C., Popov, E. P., & Bertero, V. V. (1983). Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. Report No. EERC 83 - 19. California: Earthquake Engineering Research Center, University of California.
  6. GB50010. (2010). Code for design of concrete structures. Beijing: China Architecture & Building Press.
  7. Giuffre, A., & Pinto, P. E. (1970). Il comportamento del cemento armato per sollecitazioni cicliche di forte intensita. Giornale del Genio Civile, 5(1), 391-408.
  8. Guo, L. H., Gao, S., Fu, F., & Wang, Y. Y. (2013). Experimental study and numerical analysis of progressive collapse resistance of composite frames. Journal of Constructional Steel Research, 89(5), 236-251. https://doi.org/10.1016/j.jcsr.2013.07.006
  9. Han, L. H., Yao, G. H., & Tao, Z. (2007). Performance of concretefi lled thin-walled steel tubes under pure torsion. Thin-Walled Structures, 45(1), 24-36. https://doi.org/10.1016/j.tws.2007.01.008
  10. Han, L. H., You, J. T., Yang, Y. F., & Tao, Z. (2004). Behavior of concrete-filled steel rectangular hollow sectional columns subjected to cyclic loading. China Civil Engineer Journal, 37(11), 11-22.
  11. Hu, H. T., Huang, C. S., Wu, M. H., & Wu, Y. M. (2003). Nonlinear analysis of axially loaded concrete-filled tube columns with confinement effect. Journal of Structural Engineering, 129(10), 1322-1329. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:10(1322)
  12. Karsan, I. D., & Jirsa, J. O. (1969). Behavior of concrete under compressive loadings. Journal of the Structural Division, 95(12), 2543-2564.
  13. Katwal, U., Tao, Z., Hassan, M. K., & Wang, W. D. (2017). Simplifi ed numerical modeling of axially loaded circular concrete-filled steel stub columns. Journal of Structural Engineering, 143(12), 0417169.
  14. Kawashima, K., Watanabe, G., & Hayakawa, R. (2004). Seismic performance of RC bridge columns subjected to bilateral excitation. Journal of Earthquake Engineering, 8(4), 107-132.
  15. Kent, D. C., & Park, R. (1971). Flexural members with confined concrete. Journal of the Structural Division, 97(7), 1969-1990.
  16. Legeron, F., Paultre, P., & Mazar, J. (2005). Damage mechanics modeling of nonlinear seismic behavior of concrete structures. Journal of Structural Engineering, 131(6), 946-954. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:6(946)
  17. Lu, X. Z., Lin, X. C., Ma, Y. H., Li, Y., & Ye, L. P. (2008) Numerical simulation for the progressive collapse of concrete building due to earthquake. In Proceedings of the 14th world conference on earthquake engineering, Beijing, China.
  18. Lu, X. Z., Ye, L. P., Ma, Y. H., & Tang, D. Y. (2012). Lessons from the collapse of typical RC frames in Xuankou School during the great Wenchuan Earthquake. Advances in Structural Engineering, 15(1), 139-153. https://doi.org/10.1260/1369-4332.15.1.139
  19. Lu, X. Z., Ye, L. P., & Miao, Z. W. (2009). Elasto-plastic analysis of buildings against earthquake. Beijing: China Architecture & Building Press.
  20. Mander, J. B., Priestley, M. J. N., & Park, R. (1988). Theoretical stress-strain model for confined concrete. Journal of Structural Engineering, 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
  21. Mazzoni, S., McKenna, F., Scott, M. H., & Fenves, G. L. (2006). The open system for earthquake engineering simulation (OpenSEES) User command-language manual.
  22. Menegotto, M., & Pinto, P. E. (1973). Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending. In Proceedings of IABSE symposium on the resistance and ultimate deformability of structures acted on by well defined repeated loads, Switzerland (pp. 15-22).
  23. Qian, J. R., & Kang, H. Z. (2009). Experimental study on seismic behavior of high-strength concrete-filled steel tube composite columns. Journal of Building Structures, 30(4), 85-93.
  24. Scott, B. D., Park, R., & Priestley, M. J. N. (1982). Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. ACI Structure Journal, 79(1), 13-27.
  25. Spacone, E., Filippou, F., & Taucer, F. (1996). Fiber beam-column modeling for non-linear analysis of R/C frames: Part I. Formulation. Journal of Earthquake Engineering and Structural Dynamics, 25(7), 711-725. https://doi.org/10.1002/(SICI)1096-9845(199607)25:7<711::AID-EQE576>3.0.CO;2-9
  26. Tao, M. X., & Nie, J. G. (2014). Fiber beam-column model considering slab spatial composite effect for nonlinear analysis of composite frame systems. Journal of Structural Engineering, 140(1), 1-12.
  27. Tao, M. X., & Nie, J. G. (2015). Element mesh, section discretization and material hysteretic laws for fiber beam-column elements of composite structural members. Materials and Structures, 48(8), 2521-2544. https://doi.org/10.1617/s11527-014-0335-2
  28. Taucer, F. F., Spacone, E., & Filippou, F. C. (1991). A fiber beam-column element for seismic response analysis of reinforced concrete structures. Report No. UCB/EERC - 91/17. Berkeley: Earthquake Engineering Research Center, University of California.
  29. Wang, X. T., Hao, J. P., Zhou, G. G., Zhang, Y., & Ma, Y. S. F. (2010). Experimental research on seismic behavior of two-story two-bay concrete filled square steel tube columns frame. Journal of Earthquake Engineering and Engineering Vibration, 30(3), 70-76.
  30. Wang, X. L., Lu, X. Z., & Ye, L. P. (2007). Numerical simulation for the hysteresis behavior of RC columns under cyclic loads. Engineering Mechanics, 24(12), 76-81.
  31. Wang, Y. H., Nie, J. G., & Cai, C. S. (2013). Numerical modeling on concrete structures and steel-concrete composite frame structures. Composites Part B Engineering, 51(4), 58-67. https://doi.org/10.1016/j.compositesb.2013.02.035
  32. Wu, Y., Zhang, Q. L., & Wang, X. F. (2006). Experimental and numerical studies on seismic behavior of steel frame. Journal of Xi'an University of Architecture and Technology (Natural Science Edition), 38(4), 486-490.
  33. Yassin, M. H. M. (1994). Nonlinear analysis of prestressed concrete structures under monotonic and cyclic loads. Ph.D. Thesis, University of California, Berkeley.
  34. Yi, W. J., He, Q. F., Xiao, Y., & Kunnath, S. K. (2008). Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures. ACI Structure Journal, 105(4), 433-439.
  35. Zhu, M. C., Liu, J. X., & Wang, Q. X. (2011). Experimental study of seismic behavior of square steel tubes filled with steel-reinforced high-strength concrete. China Civil Engineer Journal, 44(7), 55-63.
  36. Zou, X., & Zhou, D. Y. (2005). Experimental analysis of 3-story RC frame structures under cyclic load reversals. Sichuan Building Science, 31(2), 7-11.

Cited by

  1. Seismic performance analysis of steel beam to CFST column connection with ductility and energy dissipation components vol.22, pp.1, 2020, https://doi.org/10.21595/jve.2019.20803