Local buckling behaviors of built-up box columns fabricated with high-performance steel under concentric axial loading

Jung Han Yoo, Kangmin Lee, Joo Woo Kim, Jae Keun Yang, Joo Won Kang

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Recently, high-performance steel has been increasingly used for structural materials in buildings and bridges with the demand for high-rise and long-span of main structures. This paper is a series of basic study for the design specification of structural members using high performance steel, material properties of HAS800(High-performance rolled Steel for building structures). HSA800 was compared with the requirements of Korean Standards(KS). Built-up box stub columns with variables of width-to-thickness ratios are planned in order to investigate the local buckling behaviors and check the current design limit of width-to-thickness ratio. In addition, the buckling behaviors of stub columns obtained finite element analysis were compared with those of test results.

Original languageEnglish
Title of host publicationConstruction and Urban Planning
Pages709-712
Number of pages4
DOIs
StatePublished - 2013
Event2013 International Conference on Structures and Building Materials, ICSBM 2013 - Guizhou, China
Duration: 9 Mar 201310 Mar 2013

Publication series

NameAdvanced Materials Research
Volume671-674
ISSN (Print)1022-6680

Conference

Conference2013 International Conference on Structures and Building Materials, ICSBM 2013
Country/TerritoryChina
CityGuizhou
Period9/03/1310/03/13

Keywords

  • Built-up box column
  • High-performance steel
  • Local buckling
  • Width-to-thickness ratio

Fingerprint

Dive into the research topics of 'Local buckling behaviors of built-up box columns fabricated with high-performance steel under concentric axial loading'. Together they form a unique fingerprint.

Cite this