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Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect

Hu, Hsuan-Teh, Huang, Chiung-Shiann, Wu, Ming-Hsien, Wu, Yih-Min·2003·Journal of Structural Engineering
DOI 10.1061/(asce)0733-9445(2003)129:10(1322

Abstract

Proper material constitutive models for concrete-filled tube (CFT) columns are proposed and verified by the nonlinear finite element program ABAQUS against experimental data. The cross sections of the CFT columns in the numerical analysis are categorized into three groups, i.e., circular section, square section, and square section stiffened by reinforcing ties. Via the numerical analyses, it is shown that for circular CFT columns, the tubes can provide a good confining effect to the concrete especially when the width-to-thickness ratio D/t is small (say D/t<40). For square CFT columns, the tubes do not provide a large confining effect to the concrete especially when the width-to-thickness ratio B/t is large (say B/t>30). The confining effect of square CFT columns with reinforcing ties is enhanced by the use of reinforcing ties especially when the tie spacing is small and the tie number (or tie diameter) is large.

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Metadata

Authors
Hu, H.-T., Huang, C.-S., Wu, M.-H., & Wu, Y.-M.
Venue
Journal of Structural Engineering
Published
2003-10
Volume
129
Issue
10
Pages
1322-1329
ISSN
  • 0733-9445 (ISSN-L)
  • 1943-541X
DOI
10.1061/(asce)0733-9445(2003)129:10(1322
OpenAlex
W2036049912
Cited by
626
References
0
FWCI
20.85
Type
journal article
Language
en
Open access
closed

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CoChat. (2026). Citation check: Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect. https://app.cochat.ai/papers/10.1061/(asce)0733-9445(2003)129:10(1322
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Hu, H.-T., Huang, C.-S., Wu, M.-H., & Wu, Y.-M. (2003). Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect. Journal of Structural Engineering. https://doi.org/10.1061/(asce)0733-9445(2003)129%3A10(1322

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