A theoretical analysis of the plastic-moment capacity of an inclined yield line under axial force
- 1 January 1993
- journal article
- Published by Elsevier BV in Thin-Walled Structures
- Vol. 15 (3), 185-207
- https://doi.org/10.1016/0263-8231(93)90026-7
Abstract
No abstract availableThis publication has 17 references indexed in Scilit:
- Experimental verification of the theory of plastic-moment capacity of an inclined yield line under axial forceThin-Walled Structures, 1993
- Inelastic uniform torsion of steel membersComputers & Structures, 1992
- Square and Rectangular Hollow Sections Subject to Combined ActionsJournal of Structural Engineering, 1992
- Nonlinear analyses of thin-walled channel section columnsThin-Walled Structures, 1992
- Ultimate load behaviour of box-columns under combined loading of axial compression and torsionThin-Walled Structures, 1990
- Yield Line Analysis of Cropped‐Web Warren Truss JointsJournal of Structural Engineering, 1988
- The strength of beam-to-staggered column connections of rectangular hollow sectionsInternational Journal of Mechanical Sciences, 1984
- Bending collapse of rectangular and square section tubesInternational Journal of Mechanical Sciences, 1983
- Plate reinforced square hollow section T-joints of unequal widthCanadian Journal of Civil Engineering, 1982
- Some basic plastic mechanisms in the local buckling of thin-walled steel structuresInternational Journal of Mechanical Sciences, 1981