Extending the Yield Theory to the bolted flitch-plate connection

A. R. Lukindo, T. D. Larson, K. A. Janni

Research output: Contribution to journalArticlepeer-review

Abstract

Thirty-six tension tests were conducted on nine configurations of a double shear bolted flitch-plate connection on a round cross-section wood member. Connections comprised of wood side members and a middle steel plate with one bolt inserted through a pre-drilled hole in the wood and steel plate. The measured yield strength of the connection was compared with Yield Theory predicted strength. A new Yield Theory failure mode named IIIs* is proposed in this study for the first time to account for the effect of oversized bolt holes in the wood. The mean predicted yield load was within 8% of the mean measured load for the nine connection groups tested. It deviated by no more than 17% between replications.

Original languageEnglish (US)
Pages (from-to)1483-1488
Number of pages6
JournalTransactions of the American Society of Agricultural Engineers
Volume41
Issue number5
StatePublished - Sep 1 1998

Keywords

  • Bolted connection
  • Dowel connections
  • Flitch-plate connections
  • Roundwood connections
  • Yield theory

Fingerprint Dive into the research topics of 'Extending the Yield Theory to the bolted flitch-plate connection'. Together they form a unique fingerprint.

Cite this