Viscoplastic collapse of titanium alloy tubes under cyclic bending

Lee Kuo-Long, Wen-Fung Pan

Research output: Contribution to journalArticle

10 Citations (Scopus)

Abstract

This paper presents the experimental result on the viscoplastic response and collapse of the titanium alloy tubes subjected to cyclic bending. Based on the capacity of the bending machine, three different curvature-rates were used to highlight the viscoplastic behavior of the titanium alloy tubes. The Curvature-controlled experiments were conducted by the curvature-ovalization measurement apparatus which was designed by Pan et al. (1998). It can be observed from experimental data that the higher the applied curvature-rate, the greater is the degree of hardening of titanium alloy tube. However, the higher the applied curvature-rate, the greater is the degree of ovalization of tube cross-section. Furthermore, due to the greater degree of the ovalization of tube cross-section for higher curvature-rates under cyclic bending, the number of cycles to produce buckling is correspondingly reduced. Finally, the theoretical formulation, proposed by Pan and Her (1998), was modified so that it can be used for simulating the relationship between the controlled curvature and the number of cycles to produce buckling for titanium alloy tubes under cyclic bending with different curvature-rates. The theoretical simulation was compared with the experimental test data. Good agreement between the experimental and theoretical results has been achieved.

Original languageEnglish
Pages (from-to)315-324
Number of pages10
JournalStructural Engineering and Mechanics
Volume11
Issue number3
Publication statusPublished - 2001 Mar

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Titanium alloys
Buckling
Bending machines
Hardening
Experiments

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

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Viscoplastic collapse of titanium alloy tubes under cyclic bending. / Kuo-Long, Lee; Pan, Wen-Fung.

In: Structural Engineering and Mechanics, Vol. 11, No. 3, 03.2001, p. 315-324.

Research output: Contribution to journalArticle

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