Abstract
Existing formulae for reduced plastic moment capacity of an inclined yield line under axial force are reviewed. Lower bound solutions, which are based on the Tresca yield criterion and the von Mises yield criterion, are derived to determine the reduced plastic moment capacity of an inclined yield line under axial force. The effect of the twisting moment on the reduction of the plastic moment capacity is considered.
Original language | English |
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Title of host publication | Research Report - University of Sydney, School of Civil and Mining Engineering |
Publisher | Publ by Univ of Sydney |
Edition | 648 |
Publication status | Published - Feb 1992 |
Externally published | Yes |
ASJC Scopus subject areas
- Engineering(all)