Table of Contents Author Guidelines Submit a Manuscript
Mathematical Problems in Engineering
Volume 2014, Article ID 175483, 12 pages
http://dx.doi.org/10.1155/2014/175483
Research Article

Cohesive Zone Model Based Numerical Analysis of Steel-Concrete Composite Structure Push-Out Tests

Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China

Received 3 April 2014; Accepted 24 May 2014; Published 3 July 2014

Academic Editor: Gianluca Ranzi

Copyright © 2014 J. P. Lin et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. L. An and K. Cederwall, “Push-out tests on studs in high strength and normal strength concrete,” Journal of Constructional Steel Research, vol. 36, no. 1, pp. 15–29, 1996. View at Publisher · View at Google Scholar · View at Scopus
  2. J. C. Chapman and S. Balakrishnan, “Experiments on composite beams,” Structural Engineer, vol. 42, no. 11, pp. 369–383, 1964. View at Google Scholar
  3. B. S. Jayas and M. U. Hosain, “Behaviour of headed studs in composite beams: push-out tests,” Canadian Journal of Civil Engineering, vol. 15, no. 2, pp. 240–253, 1988. View at Publisher · View at Google Scholar · View at Scopus
  4. R. P. Johnson and D. J. Oehlers, “Analysis and design for longitudinal shear in composite T-beams,” in Proceedings of the Institution of Civil Engineers, pp. 989–1021, 1981.
  5. J. G. Ollgaard, R. G. Slutter, and J. W. Fisher, “Shear strength of stud connectors in lightweight and normalweight concrete,” Engineering Journal, vol. 8, no. 2, pp. 55–64, 1971. View at Google Scholar · View at Scopus
  6. L. Pallarés and J. F. Hajjar, “Headed steel stud anchors in composite structures I: Shear,” Journal of Constructional Steel Research, vol. 66, no. 2, pp. 198–212, 2010. View at Publisher · View at Google Scholar · View at Scopus
  7. D. Xue, Y. Liu, Z. Yu, and J. He, “Static behavior of multi-stud shear connectors for steel-concrete composite bridge,” Journal of Constructional Steel Research, vol. 74, pp. 1–7, 2012. View at Publisher · View at Google Scholar · View at Scopus
  8. E. C. Oguejiofor and M. U. Hosain, “Numerical analysis of push-out specimens with perfobond rib connectors,” Computers and Structures, vol. 62, no. 4, pp. 617–624, 1997. View at Publisher · View at Google Scholar · View at Scopus
  9. S. Al-Darzi, A. R. Chen, and Y. Q. Liu, “Parametric studies of push-out test with perfobond rib connector,” in Proceedings of China-Japan Joint Seminar on Steel and Composite Bridges, pp. 103–111, 2007.
  10. O. Mirza and B. Uy, “Effects of the combination of axial and shear loading on the behaviour of headed stud steel anchors,” Engineering Structures, vol. 32, no. 1, pp. 93–105, 2010. View at Publisher · View at Google Scholar · View at Scopus
  11. C. Kalfas and P. Pavlidis, “Load-slip curve of shear connectors evaluated by FEM analysis,” in Proceedings of the International Conference, Composite Construction-Conventional and Innovative, pp. 151–156, Innsbruck, Austria, 1997.
  12. B. Kim, H. D. Wright, and R. Cairns, “The behaviour of through-deck welded shear connectors: an experimental and numerical study,” Journal of Constructional Steel Research, vol. 57, no. 12, pp. 1359–1380, 2001. View at Publisher · View at Google Scholar · View at Scopus
  13. D. Lam and E. El-Lobody, “Behavior of headed stud shear connectors in composite beam,” Journal of Structural Engineering, vol. 131, no. 1, pp. 96–107, 2005. View at Publisher · View at Google Scholar · View at Scopus
  14. E. Ellobody and B. Young, “Performance of shear connection in composite beams with profiled steel sheeting,” Journal of Constructional Steel Research, vol. 62, no. 7, pp. 682–694, 2006. View at Publisher · View at Google Scholar · View at Scopus
  15. S. Guezouli and A. Lachal, “Numerical analysis of frictional contact effects in push-out tests,” Engineering Structures, vol. 40, pp. 39–50, 2012. View at Publisher · View at Google Scholar · View at Scopus
  16. C. Xu, K. Sugiura, C. Wu, and Q. Su, “Parametrical static analysis on group studs with typical push-out tests,” Journal of Constructional Steel Research, vol. 72, pp. 84–96, 2012. View at Publisher · View at Google Scholar · View at Scopus
  17. J. Okada, T. Yoda, and J. Lebet, “A study of the grouped arrangements of stud connectors on shear strength behavior,” Structural Engineering/Earthquake Engineering, vol. 23, no. 1, pp. 75s–89s, 2006. View at Publisher · View at Google Scholar · View at Scopus
  18. H. T. Nguyen and S. E. Kim, “Finite element modeling of push-out tests for large stud shear connectors,” Journal of Constructional Steel Research, vol. 65, no. 10-11, pp. 1909–1920, 2009. View at Publisher · View at Google Scholar · View at Scopus
  19. ABAQUS, User's Manual 6.10, Dassault Systèmes Simulia, Providence, RI, USA, 2010.
  20. D. Ling, Q. Yang, and B. Cox, “An augmented finite element method for modeling arbitrary discontinuities in composite materials,” International Journal of Fracture, vol. 156, no. 1, pp. 53–73, 2009. View at Publisher · View at Google Scholar · View at Zentralblatt MATH · View at Scopus
  21. N. Moës and T. Belytschko, “Extended finite element method for cohesive crack growth,” Engineering Fracture Mechanics, vol. 69, no. 7, pp. 813–833, 2002. View at Publisher · View at Google Scholar · View at Scopus
  22. D. S. Dugdale, “Yielding of steel sheets containing slits,” Journal of the Mechanics and Physics of Solids, vol. 8, no. 2, pp. 100–104, 1960. View at Publisher · View at Google Scholar · View at Scopus
  23. Q. D. Yang and M. D. Thouless, “Mixed-mode fracture analyses of plastically-deforming adhesive joints,” International Journal of Fracture, vol. 110, no. 2, pp. 175–187, 2001. View at Publisher · View at Google Scholar · View at Scopus
  24. Q. D. Yang, M. D. Thouless, and S. M. Ward, “Numerical simulations of adhesively-bonded beams failing with extensive plastic deformation,” Journal of the Mechanics and Physics of Solids, vol. 47, no. 6, pp. 1337–1353, 1999. View at Publisher · View at Google Scholar · View at Zentralblatt MATH · View at Scopus
  25. Q. Yang and B. Cox, “Cohesive models for damage evolution in laminated composites,” International Journal of Fracture, vol. 133, no. 2, pp. 107–137, 2005. View at Publisher · View at Google Scholar · View at Zentralblatt MATH · View at Scopus
  26. J.-S. Wang and Z. Suo, “Experimental determination of interfacial toughness curves using Brazil-nut-sandwiches,” Acta Metallurgica Et Materialia, vol. 38, no. 7, pp. 1279–1290, 1990. View at Publisher · View at Google Scholar · View at Scopus
  27. Y. Wu and W. Chen, “Cohesive zone model based on analysis of bond strength between FRP and concrete,” Engineering Mechanics, vol. 27, no. 7, pp. 113–119, 2010 (Chinese). View at Google Scholar · View at Scopus
  28. J. Wang, “Cohesive-bridging zone model of FRP-concrete interface debonding,” Engineering Fracture Mechanics, vol. 74, no. 17, pp. 2643–2658, 2007. View at Publisher · View at Google Scholar · View at Scopus
  29. D. S. Ling, C. Han, Y. M. Chen, and C. X. Lin, “Interfacial cohesive zone model and progressive failure of soil-structure interface,” Chinese Journal of Geotechnical Engineering, vol. 33, no. 9, pp. 1405–1411, 2011 (Chinese). View at Google Scholar · View at Scopus
  30. C. Y. Zhou, W. Yang, and D. N. Fang, “Cohesive interface element and interfacial damage analysis of composites,” Acta Mechanica Sinica, vol. 31, no. 3, pp. 372–377, 1999 (Chinese). View at Google Scholar
  31. A. De-Andrés, J. L. Pérez, and M. Ortiz, “Elastoplastic finite element analysis of three-dimensional fatigue crack growth in aluminum shafts subjected to axial loading,” International Journal of Solids and Structures, vol. 36, no. 15, pp. 2231–2258, 1999. View at Publisher · View at Google Scholar · View at Zentralblatt MATH · View at Scopus
  32. S. Feih, Development of a User Element in ABAQUS for Modelling of Cohesive Laws, Pitney Bowes Management Services Denmark A/S, Brøndby, Denmark, 2005.
  33. N. H. Burns and C. P. Siess, “Load-deformation characteristics of beam-column connections in reinforced concrete,” Civil Engineering Studies, SRS No. 234, University of Illinois, Urbana, Ill, USA, 1962. View at Google Scholar
  34. M. Yamada, S. Pengphon, C. Miki, A. Ichikawa, and T. Irube, “Shear strength of slab-anchor and adhesion fixing a non-composite girder bridge's slab,” Journal of Structural Engineering, vol. 47, no. 3, pp. 1161–1168, 2001 (Japanese). View at Google Scholar
  35. N. Gattesco, “Analytical modeling of nonlinear behavior of composite beams with deformable connection,” Journal of Constructional Steel Research, vol. 52, no. 2, pp. 195–218, 1999. View at Publisher · View at Google Scholar · View at Scopus
  36. Y. Lee, Y. T. Joo, T. Lee, and D. Ha, “Mechanical properties of constitutive parameters in steel-concrete interface,” Engineering Structures, vol. 33, no. 4, pp. 1277–1290, 2011. View at Publisher · View at Google Scholar · View at Scopus
  37. B. G. Rabbat and H. G. Russell, “Friction coefficient of steel on concrete or grout,” Journal of Structural Engineering, vol. 111, no. 3, pp. 505–515, 1985. View at Publisher · View at Google Scholar · View at Scopus
  38. K. Dörr, Ein Beitrag zur Berechnung von Stahlbeton-scheiben unter besonderer Berücksichtigung des Verbund-verhaltens [Ph.D. thesis], University of Darmstadt, Darmstadt, Germany, 1980, (German).
  39. ENV 1994-2, Eurocode-4: Design of Composite Steel and Concrete Structures—part 2: General Rules and Rules for Bridges, CEN, 2005.
  40. AASHTO LRFD, Bridge Design Specifications, American Association of State Highway and Transportation Officials, 4th edition, 2007.