Skip to main content
Log in

Differential-algebraic approach to large deformation analysis of frame structures subjected to dynamic loads

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

Abstract

A nonlinear mathematical model for the analysis of large deformation of frame structures with discontinuity conditions and initial displacements, subject to dynamic loads is formulated with arc-coordinates. The differential quadrature element method (DQEM) is then applied to discretize the nonlinear mathematical model in the spatial domain, An effective method is presented to deal with discontinuity conditions of multivariables in the application of DQEM. A set of DQEM discretization equations are obtained, which are a set of nonlinear differential-algebraic equations with singularity in the time domain. This paper also presents a method to solve nonlinear differential-algebra equations. As application, static and dynamical analyses of large deformation of frames and combined frame structures, subjected to concentrated and distributed forces, are presented. The obtained results are compared with those in the literatures. Numerical results show that the proposed method is general, and effective in dealing with discontinuity conditions of multi-variables and solving differential-algebraic equations. It requires only a small number of nodes and has low computation complexity with high precision and a good convergence property.

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. Mattiasson K. Numerical results from large deflection beam and frame problems analyzed by means of elliptic integrals[J]. Int J Numer Methods Eng, 1981, 17(1):145–153.

    Article  MATH  Google Scholar 

  2. Jenkins J A, Seitz J B, Przemieniecke J S. Large deflection of diamond-shaped frames[J]. Int J Solids and Structures, 1966, 2(4):591–603.

    Article  Google Scholar 

  3. Kerr C N. Large deflection of square frames[J]. Quart J Mech Math, 1966, 17(1):23–38.

    Article  Google Scholar 

  4. Chen Zhida. The large deformation theories of the rod, plate and shell[M]. Beijing: Science Press, 1994 (in Chinese).

    Google Scholar 

  5. Bellmam R E, Casti J. Differential quadrature and long term integration[J]. J Math Anal Appl, 1971, 34(2):235–238.

    Article  MathSciNet  Google Scholar 

  6. Bellman R E, Kashef B G, Casti J. Differential quadrature: A technique for the rapid solution of nonlinear partial differential equations[J]. J Comput Phys, 1972, 10(1):40–52.

    Article  MATH  MathSciNet  Google Scholar 

  7. Bert C W, Malik M. Differential quadrature method in computational mechanics: a review[J]. Applied Mechanics Reviews, 1996, 49(1):1–28.

    Article  Google Scholar 

  8. Striz A G, Wang X, Bert C W. Harmonic differential method and applications to structure components[J]. Acta Mechanica, 1995, 111(5):85–94.

    Article  MATH  Google Scholar 

  9. Wang X W, Wang Y L, Chen R B. Static and free vibrational analysis of rectangular plates by the differential quadrature element method[J]. Commun Numer Meth Engrg, 1998, 14(12):1133–1141.

    Article  MATH  Google Scholar 

  10. Liu F L, Liew K M. Vibration analysis of discontinuous Mindlin plates by differential quadrature element method[J]. Vibration and Acoustics, 1999, 121(2):204–208.

    Article  Google Scholar 

  11. Chen C N. The two-dimensional frames model of the differential quadrature element method[J]. Computers & Structures, 1997, 62(3):555–571.

    Article  MATH  Google Scholar 

  12. Nie Guojun, Zhong Zheng, Analysis of the portal frame with variable sections by the DQEM[J]. Quarterly Mechanics, 2005, 26(2):198–203 (in Chinese).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Chang-jun Cheng  (程昌钧).

Additional information

Contributed by CHENG Chang-jun

Project supported by Shanghai Pujiang Program (No. 07pj14073), and Shanghai Leading Academic Discipline Project (No. Y0103)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Hu, Yj., Zhu, Yy. & Cheng, Cj. Differential-algebraic approach to large deformation analysis of frame structures subjected to dynamic loads. Appl. Math. Mech.-Engl. Ed. 29, 441–452 (2008). https://doi.org/10.1007/s10483-008-0403-7

Download citation

  • Received:

  • Revised:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10483-008-0403-7

Key words

Chinese Library Classification

2000 Mathematics Subject Classification

Navigation