Experimental tests on bolted steel angles in compression with varying end supports

Research output: Contribution to journalArticleResearchpeer-review

Abstract

The paper presents the detailed test setup and results of a test series on bolted single steel angles in compression with varying end support conditions and slenderness ratios. For all tests FEM-calculations were done, which are also presented. In total 27 specimens with one-bolt and two-bolt connections with and without preload are tested. Three different boundary conditions on both ends are investigated: Boundary condition 1 (BC1) is a clamped support. BC2 is a knife edge support that allows only for rotations about the axis parallel to the connected leg. BC3 is a fully hinged support. In addition to the results of the member tests, imperfection measurements and results of material tests are presented in order to carry out the FEM-calculations and to allow for comparison with current design standards.

Original languageEnglish
Pages (from-to)301-315
Number of pages15
JournalJournal of Constructional Steel Research
Volume155
DOIs
Publication statusPublished - Apr 2019

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Steel
Bolts
Boundary conditions
Finite element method
Defects

Keywords

  • Bolted connections
  • Laboratory tests
  • Member buckling strength
  • Steel angle members

ASJC Scopus subject areas

  • Mechanics of Materials
  • Metals and Alloys
  • Building and Construction
  • Civil and Structural Engineering

Fields of Expertise

  • Sustainable Systems

Cite this

Experimental tests on bolted steel angles in compression with varying end supports. / Kettler, Markus; Lichtl, Gerit; Unterweger, Harald.

In: Journal of Constructional Steel Research, Vol. 155, 04.2019, p. 301-315.

Research output: Contribution to journalArticleResearchpeer-review

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