Insight into mechanics of externally indeterminate hardwood–concrete composite beams

Wendel Sebastian, Joshua Mudie, Guy Cox, Maurizio Piazza, Roberto Tomasi, Ivan Giongo

Research output: Contribution to journalArticle (Academic Journal)peer-review

20 Citations (Scopus)

Abstract

This paper presents tests on beech LVL–concrete slab composite connections and externally indeterminate beams using connectors comprising fully threaded (FT), small-headed screws or partially threaded (PT), large-headed screws in X-formation. A test was devised to quantify connection characteristics in fully cracked concrete (applicable to hog zones of the beams). Relative to the FT-based connections, the PT-based connections were of greater strength, nonlinearity and flexibility in compression concrete, and weaker, less stiff but more ductile in tension concrete. One composite beam exhibited 22% redistribution of support reaction at 88% of the failure load. Failure occurred primarily at the connections, which then gradually led to fracture of the LVL as a secondary mode of failure.
Original languageEnglish
Pages (from-to)1029-1048
Number of pages19
JournalConstruction and Building Materials
Volume102
Issue number2
DOIs
Publication statusPublished - 15 Jan 2016

Keywords

  • Beech
  • Laminated veneer lumber
  • Timber concrete composite
  • Tests
  • Indeterminacy

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