Skip to main content
Log in

Temperature stress analysis for bi-modulus beam placed on Winkler foundation

  • Published:
Applied Mathematics and Mechanics Aims and scope Submit manuscript

Abstract

The materials with different moduli in tension and compression are called bi-modulus materials. Graphene is such a kind of materials with the highest strength and the thinnest thickness. In this paper, the mechanical response of the bi-modulus beam subjected to the temperature effect and placed on the Winkler foundation is studied. The differential equations about the neutral axis position and undetermined parameters of the normal strain of the bi-modulus foundation beam are established. Then, the analytical expressions of the normal stress, bending moment, and displacement of the foundation beam are derived. Simultaneously, a calculation procedure based on the finite element method (FEM) is developed to obtain the temperature stress of the bi-modulus structures. It is shown that the obtained bi-modulus solutions can recover the classical modulus solution, and the results obtained by the analytical expressions, the present FEM procedure, and the traditional FEM software are consistent, which verifies the accuracy and reliability of the present analytical model and procedure. Finally, the difference between the bi-modulus results and the classical same modulus results is discussed, and several reasonable suggestions for calculating and optimizing the certain bi-modulus member in practical engineering are presented.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Guo, Z. H. and Zhang, X. Q. Investigation of complete stress-deformation curves for concretes in tension. ACI Materials Journal, 84, 278–285 (1987)

    Google Scholar 

  2. Gilbert, G. N. J. Stress/strain properties of cast iron and Poisson’s ratio in tension and compression. British Journal of Cast Research Association, 9, 347–363 (1961)

    Google Scholar 

  3. Barak, M. M., Currey, J. D., Weiner, S., and Shahar, R. Are tensile and compressive Young’s moduli of compact bone different? Journal of the Mechanical Behavior of Biomedical Materials, 2, 51–60 (2009)

    Article  Google Scholar 

  4. Patel, H. P., Turner, J. L., and Walter, J. D. Radial tire cord-rubber composites. Rubber Chemistry and Technology, 49, 1095–1110 (1976)

    Article  Google Scholar 

  5. Haimson, B. C. and Tharp, T. M. Stresses around boreholes in bilinear elastic rock. Society of Petroleum Engineers, 14, 145–151 (1974)

    Article  Google Scholar 

  6. Medri, G. A nonlinear elastic model for isotropic materials with different behavior in tension and compression. Journal of Engineering Materials and Technology, ASME, 26, 26–28 (1982)

    Article  Google Scholar 

  7. Geim, A. K. Graphene: status and prospects. Science, 324, 1530–1534 (2009)

    Article  Google Scholar 

  8. Tsoukleri, G., Parthenios, J., Papagelis, K., Jalil, R., Ferrari, A. C., Geim, A. K., Kostya, S., Novoselov, K. S., and Galiotis, C. Subjecting a graphene monolayer to tension and compression. Small, 5, 2397–2402 (2009)

    Article  Google Scholar 

  9. Timoshenko, S. Strength of Materials, Part 2. Advanced Theory and Problems, van Nostrand, Princeton, N. J., 362–369 (1941)

    MATH  Google Scholar 

  10. Ambartsumyan, S. A. Elasticity Theory of Different Modulus, China Railway Publishing House, Beijing (1986)

    Google Scholar 

  11. Jones, R. M. Buckling of circular cylindrical shells with different moduli in tension and compression. AIAA Journal, 9, 53–61 (1971)

    Article  MATH  Google Scholar 

  12. Jones, R. M. Buckling of stiffened multilayered circular cylindrical shells with different orthotropic moduli in tension and compression. AIAA Journal, 9, 917–923 (1971)

    Article  MATH  Google Scholar 

  13. Ye, Z. M. A new finite formulation for planar elastic deformation. International Journal for Numerical Methods in Engineering, 40, 2579–2592 (1997)

    Article  MathSciNet  MATH  Google Scholar 

  14. Vijayakumar, K. and Rao, K. P. Stress-strain relation for composites with different stiffnesses in tension and compression—a new model. International Journal of Computational Mechanics, 1, 167–175 (1987)

    Article  MATH  Google Scholar 

  15. Yang, H. T., Wu, R. F., Yang, K. J., and Zhang, Y. Z. Solution to problem of dual extension-compression elastic modulus with initial stress method. Journal of Dalian University of Technology, 32, 35–39 (1992)

    Google Scholar 

  16. Zhang, Y. Z. and Wang, Z. F. The finite element method for elasticity with different moduli in tension and compression. Computational Structural Mechanics and Applications, 6, 236–246 (1989)

    Google Scholar 

  17. Liu, X. B. and Meng, Q. C. On the convergence of finite element method with different extension-compression elastic modulus. Journal of Beijing University of Aeronautics and Astronautics, 28, 232–234 (2002)

    Google Scholar 

  18. Ye, Z. M. A new finite formulation for planar elastic deformation. International Journal for Numerical Methods in Engineering, 40, 2579–2592 (1997)

    Article  MathSciNet  MATH  Google Scholar 

  19. Yang, H. T. and Zhu, Y. L. Solving elasticity problems with bi-modulus via a smoothing technique. Chinese Journal of Computational Mechanics, 23, 19–23 (2006)

    Google Scholar 

  20. He, X. T., Zheng, Z. L., Sun, J. L., Li, Y. M., and Chen, S. L. Convergence analysis of a finite element method based on different moduli in tension and compression. International Journal of Solids and Structures, 46, 3734–3740 (2009)

    Article  MATH  Google Scholar 

  21. Yao, W. J. and Ye, Z. M. Analytical solution of bending beam subject to lateral force with different modulus. Applied Mathematics and Mechanics (English Edition), 25(10), 1014–1022 (2004) DOI 10.1007/BF02439863

    MATH  Google Scholar 

  22. Yao, W. J. and Ye, Z. M. Analytical solution of bending-compression column using different tension-compression modulus. Applied Mathematics and Mechanics (English Edition), 25(9), 901–909 (2004) DOI 10.1007/BF02438347

    MATH  Google Scholar 

  23. Yao, W. J. and Ye, Z. M. Internal forces for statically indeterminate structures having different moduli in tension and compression. Journal of Engineering Mechanics, ASCE, 132, 739–746 (2006)

    Article  Google Scholar 

  24. Yao, W. J., Zhang, C. H., and Jiang, X. F. Nonlinear mechanical behavior of combined members with different moduli. International Journal of Nonlinear Sciences and Numerical Simulation, 7, 233–238 (2006)

    Google Scholar 

  25. He, X. T., Chen, S. L., and Sun, J. Y. Applying the equivalent section method to solve beam subjected to lateral force and bend-compression column with different moduli. International Journal of Mechanical Sciences, 49, 919–924 (2007)

    Article  Google Scholar 

  26. Qu, C. Z. Deformation of geocell with different tensile and compressive moduli. Electronic Journal of Geotechnical Engineering, 14, 1–14 (2009)

    Google Scholar 

  27. Leal, A. A., Deitzel, J. M., and Gillespie, J.W. Compressive strength analysis for high performance fibers with different moduli in tension and compression. Journal of Composite Materials, 43, 661–674 (2009)

    Article  Google Scholar 

  28. He, X. T., Hu, X. J., Sun, J. Y., and Zheng, Z. L. An analytical solution of bending thin plates with different moduli in tension and compression. Structural Engineering and Mechanics, 36, 363–380 (2010)

    Article  Google Scholar 

  29. Yao, W. J., Ma, J. W., and Hu, B. L. Stability analysis of bimodular pin-ended slender rod. Structural Engineering and Mechanics, 40, 563–581 (2011)

    Article  Google Scholar 

  30. Yao, W. J. and Ma, J. W. Semi-analytical buckling solution and experimental study of variable cross-section rod with different moduli. Journal of Engineering Mechanics, ASCE, 139, 1149–1157 (2013)

    Article  Google Scholar 

  31. He, X. T., Xu, P., Sun, J. Y., and Zhou, Z. L. Analytical solutions for bending curved beams with different moduli in tension and compression. Mechanics of Advanced Materials and Structures, 22, 325–337 (2015)

    Article  Google Scholar 

  32. Kamiya, N. Thermal stress in a bimodulus thick cylinder. Nuclear Engineering and Design, 40, 383–391 (1977)

    Article  Google Scholar 

  33. Yao, W. J. and Ye, Z. M. Analytical method and the numerical model of temperature stress for the structure with different modulus. Journal of Mechanical Strength, 27, 808–814 (2005)

    Google Scholar 

  34. Zhuang, Z. Finite Element Analysis and Application Based on ABAQUS, Tsinghua University Press, Beijing (2009)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Wenjuan Yao.

Additional information

Project supported by the National Natural Science Foundation of China (Nos. 11072143 and 11272200)

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Gao, J., Yao, W. & Liu, J. Temperature stress analysis for bi-modulus beam placed on Winkler foundation. Appl. Math. Mech.-Engl. Ed. 38, 921–934 (2017). https://doi.org/10.1007/s10483-017-2216-6

Download citation

  • Received:

  • Revised:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10483-017-2216-6

Key words

Chinese Library Classification

2010 Mathematics Subject Classification

Navigation