Stability analysis of bars with varying cross-section

Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review

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Author(s)

Detail(s)

Original languageEnglish
Pages (from-to)3217-3228
Journal / PublicationInternational Journal of Solids and Structures
Volume32
Issue number21
Publication statusPublished - Nov 1995
Externally publishedYes

Link(s)

DOI

DOI
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Link to Scopus https://www.scopus.com/record/display.uri?eid=2-s2.0-0029411866&origin=recordpage
Permanent Link https://scholars.cityu.edu.hk/en/publications/publication(60118f6e-5685-45cd-be6d-2065198632e2).html

Abstract

The exact solutions for stability analysis of bars with varying cross sections subjected to simple or complicated loads, including concentrated and variably distributed axial loads are presented in this paper. The distribution of flexural stiffness of the bar and that of axial loads acting on the bar are expressed as power functions or exponential functions; also, the extracted exact solutions are expressed in terms of Bessel functions and super geometric series. © 1995.

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Publication fingerprints text

100
Cross Section Engineering
100
Stability Analysis Engineering
100
Axial Load Engineering
50
Exponential Functio... Engineering
50
Flexural Stiffness Engineering
50
Bessel Function Engineering
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Citation Format(s)

[ RIS ] [ BibTeX ]
Stability analysis of bars with varying cross-section. / Qiusheng, Li; Hong, Cao; Guiqing, Li.
In: International Journal of Solids and Structures, Vol. 32, No. 21, 11.1995, p. 3217-3228.

Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review