Hostname: page-component-cd9895bd7-gvvz8 Total loading time: 0 Render date: 2024-12-25T05:47:59.311Z Has data issue: false hasContentIssue false
  • English
  • Français

Shear Lag and Related Parameter Impact Researches for Twin-Cell Composite Box Beam Under Concentrated Loads

Published online by Cambridge University Press:  24 January 2017

J. Yu ,
S. W. Hu ,
Z. G. Zhang  and
C. J. Wei
J. Yu*
Affiliation:
Department of Materials and Structural EngineeringNanjing Hydraulic Research InstituteNanjing, China College of Water Conservancy and Hydropower EngineeringHohai UniversityNanjing, China
S. W. Hu
Affiliation:
Department of Materials and Structural EngineeringNanjing Hydraulic Research InstituteNanjing, China
Z. G. Zhang
Affiliation:
College of Civil and Transportation EngineeringHohai UniversityNanjing, China
C. J. Wei
Affiliation:
Department of Materials and Structural EngineeringNanjing Hydraulic Research InstituteNanjing, China
*
*Corresponding author ([email protected])
Get access

Abstract

An analytical solution is launched for Twin-cell Composite Box Beam (TCCBB) considering the impact of shear lag effects of concrete slab and twin-cell steel girder. To in-depth explore its mechanical mechanism, a new warping displacement mode of wide flange is chosen to meet the essential deformation feature of this TCCBB model by authors. Combining the virtual work principle with the thin-walled beam theory, its governing equations and boundary conditions are established for the TCCBB model. Closed form solutions for longitudinal strain and its shear lag coefficients are also derived under concentrated loads. What's more, experiment investigation and related parameter impact analysis are carried out for this established TCCBB model. Through this research, it shows that the proposed method can be applied to describe and predict shear lag behaviors for this type of composite structure. That further suggests that it provides a certain reference value for engineering design and its late reinforcement and maintenance in the composite structure.

Keywords

Twin-cell Composite Box BeamAnalytical solutionShear lag effectRelated parameter impact analysis
Type
Research Article
Information
Journal of Mechanics , Volume 33 , Issue 4 , August 2017 , pp. 443 - 460
Copyright
Copyright © The Society of Theoretical and Applied Mechanics 2017 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1. Kemp, A. R., Dekker, N. W. and Trinchero, P., “Differences in Inelastic Properties of Steel and Composite Beams,” Journal of Constructional Steel Research, 34, pp. 187–206 (1995).CrossRefGoogle Scholar
2. Xue, W. C., He, C. and Wang, H., “Mechanics Properties of New-type Prestressed Composite Beams,” Journal of Tongji University, 31, pp. 268–272 (2003).Google Scholar
3. Airil, Y. M. and David, A. N., “Cross-Sectional Properties of Complex Composite Beams,” Engineering Structures, 29, pp. 195–212 (2007).Google Scholar
4. Dikaros, I. C. and Sapountzakis, E. J., “Nonuniform Shear Warping Effect in The Analysis of Composite Beams By Bem,” Engineering Structures, 76, pp. 215–234 (1984).CrossRefGoogle Scholar
5. Miao, L. and Chen, D., “The effect of shear lag on long-term behavior of steel/concrete composite beams,” Advanced Materials Research, 1279, pp. 1070–1076 (2011).CrossRefGoogle Scholar
6. Chang, S. T., “Shear Lag Effect in Simply Supported Prestressed Concrete Box Girder,” Journal of Bridge Engineering, 9, pp. 178–184 (2004).CrossRefGoogle Scholar
7. Zhang, Y. H., “Improved Finite-Segment Method for Analyzing Shear Lag Effect in Thin-Walled Box Girders,” Journal of Structural Engineering, 138, pp. 1279–1284 (2012).CrossRefGoogle Scholar
8. Zhu, M. Q. and Wei, F. J., “Experimental Research and Analysis of The Shear Lag Effect of A Cantilever Concrete Box Girder Under Double-Deck Uniform Loads,” Journal of Highway and Transportation Research and Development, 9, pp. 35–40 (2015).Google Scholar
9. Zhang, Y. P. and Li, C. X., “Influence of Main Structural Dimension on The Shear Lag Effect of Box Girder Used in Cable-Stayed Bridge,” Applied Mechanics and Materials, 2685, pp. 1483–1488 (2013).CrossRefGoogle Scholar
10. Bu, J. Q. and Mo, J. L., “Shear Lag Effect for PC Continuous Curved Box-section Girder Bridge under the Moving Vehicular Loads,” Civil Engineering and Technology, 2, pp. 25–33 (2013).Google Scholar
11. Jiang, R. J. and Wu, Q. M., “Study on Shear Lag Effect of A PC Box Girder Bridge With Corrugated Steel Webs Under Self Weight,” Applied Mechanics and Materials, 3489, pp. 1092–1098 (2014).CrossRefGoogle Scholar
12. Lertsima, C., Chaisomphob, T. and Yamaguchi, E., “Stress Concentration Due To Shear Lag in Simply Supported Box Girders,” Engineering Structures, 26, pp. 1093–1101 (2004).CrossRefGoogle Scholar
13. Su, Q. and Wu, Y. P., “Influence of Compression-Flexure to Shear Lag Effect of Box Beam,” Advanced Materials Research, 1100, pp. 857–860 (2011).CrossRefGoogle Scholar
14. Zhou, W. B. and Jiang, L. Z., “Closed-Form Solution to Thin-Walled Box Girders Considering Effects of Shear Deformation and Shear Lag,” Journal of Central South University, 19, pp. 2650–2655 (2012).CrossRefGoogle Scholar
15. Ma, S. F. and Zhang, X. D., “Parametric Analysis on Shear Lag Effects of Box-Girder Beam,” Applied Mechanics and Materials, 2544, pp. 152–155 (2013).CrossRefGoogle Scholar
16. Li, F. X. and Nie, J. G., “Elastic Analytical Solutions of Shear Lag Effect of Steel-Concrete Composite Beam,” Engineering Mechanics, 28, pp. 1–8 (2011).Google Scholar
17. Nie, J. G., Li, F. X. and Fan, J. S., “Elastic Analytical Solutions of Shear Lag Effect of Steel-Concrete Composite Beam,” Engineering Mechanics, 28, pp. 45–51 (2011).Google Scholar
18. Gordaninejad, F., “Effect of Shear Deformation on Bending of Laminated Composite Beams,” Journal of Pressure Vessel Technology, 111, pp. 159–164 (1989).CrossRefGoogle Scholar
19. Pluzsik, A. and Kollar, L. P., “Effects of Shear Deformation and Restrained Warping on The Displacements of Composite Beams,” Journal of Reinforced Plastics and Composites, 21, pp. 1517–1541 (2002).CrossRefGoogle Scholar
20. Esendemir, U., “The Effects of Shear on The Deflection of Simply Supported Composite Beam Loaded Linearly,” Journal of Reinforced Plastics and Composites, 25, pp. 835–846 (2006).CrossRefGoogle Scholar
21. Zhang, Y. L. and Li, Y. S., “Study of The Shear Lag Effect and The Effective Flange Width at Negative Moment Zone of Steel-Concrete Composite Beams,” Engineering Mechanics, 27, pp. 178–185 (2010).CrossRefGoogle Scholar
22. Roberto, L. A. and Hota, V. S., “Warping Solution for Shear Lag in Thin-Walled Orthotropic Composite Beams,” Journal of Engineering Mechanics, 122, pp. 449–457 (1996).Google Scholar
23. Zhou, W. B., Jiang, L. Z. and Liu, Z. J., “Closed-Form Solution for Shear Lag Effects of Steel-Concrete Composite Box Beams Considering Shear Deformation and Slip,” Journal of Central South University, 19, pp. 2976–2982 (1996).CrossRefGoogle Scholar
24. Fabrizio, G., Graziano, L. and Luigino, D., “A Beam Finite Element Including Shear Lag Effect for The Time-Dependent Analysis of Steel-Concrete Composite Decks,” Engineering Structures, 31, pp. 1888–1902 (2009).Google Scholar
25. Wu, Y. P. and Wang, Y. H., “Experimental Investigations of Shear Lag Effect in Orthotropic Composite Box Beam,” Advanced Materials Research, 1032, pp. 1750–1753 (2011).Google Scholar
26. Zheng, S. M. and Wan, S., “Finite Element Analysis of Shear Lag Effect on Composite Girder With Steel Truss Webs,” Journal of Highway and Transportation Research and Development, 8, pp. 70–75 (2014).Google Scholar
27. Hu, S. W., Yu, J. and Xie, J. F. “Analytic Solution and Experimental Study on Shear Lag Effect of Steel- Concrete Composite Beams With Wide Flanges,” Applied Mathematics and Mechanics, 35, pp. 432–443 (2014).Google Scholar
28. Hu, S. W., Yu, J. and Huang, Y. Q., “Theoretical and Experimental Investigations on Shear Lag Effect of Double-Box Composite Beam With Wide Flange Under Symmetrical Loading,” Journal of mechanics, 31, pp. 653–663 (2015).CrossRefGoogle Scholar
29. Hu, S. W., Yu, J. and Zhang, W. J., “Analysis of Shear Lag Effect in Double-Box Composite Beams With Wide Flanges Under Concentrated Loading,” Engineering Mechanics, 32, pp. 120–130 (2015).Google Scholar
30. Code for design of steel structures, GB50017-2003, China Planning Press (2003).Google Scholar
31. Code for design of concrete structures, GB50010-2010, China Architecture Industry Press (2010).Google Scholar