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Hencky Bar-Chain Model for Buckling Analysis of Arches of Any Shape, Support and Loading Conditions

  • 2025
  • OriginalPaper
  • Chapter
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Abstract

This chapter delves into the Hencky bar-chain model (HBM), a novel discrete structural model for in-plane bifurcation buckling analysis of arches with any shape, support, and loading conditions. The HBM, pioneered by Professor Henrich Hencky in 1921, simplifies complex differential equations by substituting the axially loaded continuum Euler beam model with a finite number of rigid beam segments connected by frictionless hinges and elastic rotational springs. The chapter presents a general formulation of the eigenvalue equation based on the HBM, which can handle any arch shape, loading, and support conditions. It also includes a convergence study and verification of the model, as well as new arch buckling problems solved via the HBM. The chapter concludes by discussing the advantages of the HBM over existing numerical methods and its potential applications in structural engineering.

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Title
Hencky Bar-Chain Model for Buckling Analysis of Arches of Any Shape, Support and Loading Conditions
Authors
J. M. Zhang
C. M. Wang
W. H. Pan
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-95-0090-1_38
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