국제강구조저널 (International journal of steel structures)

  • 제18권5호
  • /
  • Pages.1699-1709
  • /
  • 2018
  • /
  • 1598-2351(pISSN)
  • /
  • 2093-6311(eISSN)
한국강구조학회 (Korean Society of Steel Construction)
권호 표지
DOI QR코드

DOI QR Code

A Novel Numerical Method for Considering Friction During Pre-stressing Construction of Cable-Supported Structures

  • Zhao, Zhongwei (School of Civil Engineering, Liaoning Technical University) ;
  • Liang, Bing (School of Civil Engineering, Liaoning Technical University) ;
  • Yan, Renzhang (Department of Civil Engineering, Tianjin University)
  • 투고 : 2017.09.15
  • 심사 : 2018.04.26
  • 발행 : 2018.12.31
⟨ 이전 논문 다음 논문 ⟩

초록

Suspen-dome structures are extensively used due to their superiority over traditional structures. The friction between cable and joints may severely influence the distribution of cable force, especially during the pre-stressing construction period. An accurate and efficient numerical method has not yet been developed that can be used for estimating the influence of friction on cable force distribution. Thus, this study proposes an efficient friction element to simulate friction between cable and joint. A flowchart for estimating the value of friction force is introduced. These novel numerical methods were adopted to estimate the influence of friction on cable force distribution. The accuracy and efficiency of these numerical methods were validated through numerical tests.

키워드

과제정보

연구 과제 주관 기관 : China Postdoctoral Science Foundation

참고문헌

  1. ANSYS Multiphysics 10.0. (2003). Canonsburg. Pennsylvania: Ansys Inc.
  2. Chen, L., Hu, D., Deng, H., Cui, Y., & Zhou, Y. (2016). Optimization of the construction scheme of the cable-strut tensile structure based on error sensitivity analysis. Steel and Composite Structures, 21(5), 1031-1043. https://doi.org/10.12989/scs.2016.21.5.1031
  3. Chen, Z., Liu, H., Wang, X., & Zhou, T. (2011). Establishment and application of cable-sliding criterion equation. Advanced Steel Construction, 7(2), 131-143.
  4. Kchaou, M., Sellami, A., Abu, B., Lazim, A., Elleuch, R., & Kumar, S. (2015). Brass fillers in friction composite materials: Tribological and brake squeal characterization for suitable effect evaluation. Steel and Composite Structures, 19(4), 939-952. https://doi.org/10.12989/scs.2015.19.4.939
  5. Larsen, A., & Guy, L. (2015). Dynamic wind effects on suspension and cable-stayed bridges. Journal of Sound and Vibration, 334, 2-28. https://doi.org/10.1016/j.jsv.2014.06.009
  6. Lei, X. (2001). Contact friction analysis with a simple interface element. Computer Methods in Applied Mechanics and Engineering, 190(15-17), 1955-1965. https://doi.org/10.1016/S0045-7825(00)00196-1
  7. Lei, X. Y., Swoboda, G., & Zenz, G. (1995). Application of contactfriction interface element to tunnel excavation in faulted rock. Computers and Geotechnics, 17, 349-370. https://doi.org/10.1016/0266-352X(95)99217-F
  8. Li, J., & Chan, S. (2004). An integrated analysis of membrane structures with flexible supporting frames. Finite Elements in Analysis and Design, 40(5), 529-540. https://doi.org/10.1016/S0168-874X(03)00076-3
  9. Liang, B., Zhao, Z., & Liu, H. (2017). The establishment of numerical model of structural cables with considering friction. Journal of Constructional Steel Research, 139, 424-436. https://doi.org/10.1016/j.jcsr.2017.09.031
  10. Liu, H., & Chen, Z. (2012a). Research on effect of sliding between hoop cable and cable-strut joint on behavior of suspen-dome structures. Advanced Steel Construction, 8(4), 359-365.
  11. Liu, H., & Chen, Z. (2012b). Structural behavior of the suspen-dome structures and the cable dome structures with sliding cable joints. Structural Engineering and Mechanics, 43(1), 53-70. https://doi.org/10.12989/sem.2012.43.1.053
  12. Liu, H., & Chen, Z. (2012c). Influence of cable sliding on the stability of suspen-dome with stacked arches structures. Advanced Steel Construction, 8(1), 54-70.
  13. Liu, H., Chen, Z., & Wang, X. (2011). Simulation of pre-stressing construction of suspen-dome considering sliding friction based large curvature assumption. Advanced Science Letters, 4(8-10), 2713-2718. https://doi.org/10.1166/asl.2011.1716
  14. Liu, H., Chen, Z., & Zhou, T. (2009). Prestress loss induced by friction in suspendome construction. Journal of Tianjin University, 42(12), 1055-1060.
  15. Liu, H., Chen, Z., & Zhou, T. (2012). Research on the process of prestressing construction of suspen-dome considering temperature effect. Advances in Structural Engineering, 15(3), 489-493. https://doi.org/10.1260/1369-4332.15.3.489
  16. Michael, G. (1983). A simple contact-friction interface element with applications to buried culverts. International Journal for Numerical and Analytical Methods in Geomechanics, 7, 371-384. https://doi.org/10.1002/nag.1610070308
  17. Ni, Y. Q., Ko, J. M., & Zheng, G. (2002). Dynamic analysis of largediameter sagged cables taking into account flexural rigidity. Journal of Sound and Vibration, 257(2), 301-319. https://doi.org/10.1006/jsvi.2002.5060
  18. Qiao, W. T., An, Q., Wang, D., & Zhao, M. S. (2016). Study on mechanical behaviors of cable-supported ribbed beam composite slab structure during construction phase. Steel and Composite Structures, 21(1), 177-194. https://doi.org/10.12989/scs.2016.21.1.177
  19. Tang, J., Dong, M., & Qian, R. (1997). A finite element method with five node isoparametric element for nonlinear analysis of tension structures. Chinese Journal of Computational Mechanics, 14(1), 108-113.
  20. Thai, H., & Kim, S. (2011). Nonlinear static and dynamic analysis of cable structures. Finite Elements in Analysis and Design, 47(3), 237-246. https://doi.org/10.1016/j.finel.2010.10.005
  21. Treyssede, F. (2010). Vibration analysis of horizontal self-weighted beams and cables with bending stiffness subjected to thermal loads. Journal of Sound and Vibration, 329(9), 1536-1552. https://doi.org/10.1016/j.jsv.2009.11.018
  22. Wang, Y., et al. (2007). FEM analysis and experimental study on monolayer cable net for glass facades: Static performance. Advances in Structural Engineering, 10(4), 371-382. https://doi.org/10.1260/136943307783239345
  23. Wei, J. (2004). Sliding cable element for the analysis of cable structures. Engineering Mechanics, 21(6), 172-177.
  24. Wei, J. (2006). Friction gliding cable element in analysis of gliding cable structures. Engineering Mechanics, 23(9), 66-70.
  25. Yan, R., Chen, Z., Wang, X., Liu, H., & Xiao, X. (2015). A new equivalent friction element for analysis of cable supported structures. Steel and Composite Structures, 18(4), 947-970. https://doi.org/10.12989/scs.2015.18.4.947
  26. Zahrai, S., Moradi, A., & Moradi, M. (2015). Using friction dampers in retrofitting a steel structure with masonry infill panels. Steel and Composite Structures, 19(2), 309-325. https://doi.org/10.12989/scs.2015.19.2.309
  27. Zarate, B., & Juan, M. (2015). Effects of cable dynamics in the modeling of cable-stayed bridges under seismic excitation. International Journal of Structural Stability and Dynamics, 15(04), 1450061. https://doi.org/10.1142/S0219455414500618
  28. Zhang, Z., & Dong, S. (2001). Slippage analysis of continuous cable in tension structures. Spatial structures, 7(3), 26-32.
  29. Zhao, Z., Liang, B., Liu, H., & Li, Y. (2018). Simplified numerical model for high-strength bolted connections. Engineering Structures, 164, 119-127. https://doi.org/10.1016/j.engstruct.2018.02.079
  30. Zhu, M., Dong, S., & Yuan, X. (2013). Failure analysis of a cable dome due to cable slack or rupture. Advances in Structural Engineering, 16(2), 259-271. https://doi.org/10.1260/1369-4332.16.2.259

피인용 문헌

  1. Influence of Friction on Buckling and Dynamic Behavior of Suspen-Dome Structures vol.30, pp.2, 2020, https://doi.org/10.1080/10168664.2019.1634983
  2. The tensioning process of ellipsoidal suspen-dome structures with considering the friction of cable-strut joints vol.34, pp.None, 2021, https://doi.org/10.1016/j.istruc.2021.09.108