EXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX.

Sing Ping Chiew, Seng Lip Lee, Nandivaram E. Shanmugam

Research output: Contribution to journalArticle

32 Citations (Scopus)

Abstract

An experimental investigation of the ultimate load behavior of thin-walled box column is reported. Small-scale steel box column models are subjected to concentric or eccentric compressive loading and the failure brought about by local, overall, or interaction buckling. The effects of plate width-thickness ratio and column slenderness on the ultimate load-carrying capacity of box columns are shown to be significant. The test results were found to agree reasonably well with the theoretical predictions.

Original languageEnglish
Pages (from-to)2208-2220
Number of pages13
JournalJournal of structural engineering New York, N.Y.
Volumell3
Issue numberl0
Publication statusPublished - Oct 1987
Externally publishedYes

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Steel
Load limits
Buckling

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

Cite this

Chiew, S. P., Lee, S. L., & Shanmugam, N. E. (1987). EXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX. Journal of structural engineering New York, N.Y., ll3(l0), 2208-2220.

EXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX. / Chiew, Sing Ping; Lee, Seng Lip; Shanmugam, Nandivaram E.

In: Journal of structural engineering New York, N.Y., Vol. ll3, No. l0, 10.1987, p. 2208-2220.

Research output: Contribution to journalArticle

Chiew, SP, Lee, SL & Shanmugam, NE 1987, 'EXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX.', Journal of structural engineering New York, N.Y., vol. ll3, no. l0, pp. 2208-2220.
Chiew, Sing Ping ; Lee, Seng Lip ; Shanmugam, Nandivaram E. / EXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX. In: Journal of structural engineering New York, N.Y. 1987 ; Vol. ll3, No. l0. pp. 2208-2220.
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