Post-failure behaviour of box section beams under pure bending (an experimental study)

Thin-Walled Structures

Volumn 38, Issue 2, 2000, Pages 179-194

  Kotelko, M ^a   Lim, T H ^b   Rhodes, J ^b  

^a LODZ UNIVERSITY OF TECHNOLOGY   (Poland)

^b UNIVERSITY OF STRATHCLYDE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BUCKLING; DYNAMIC LOADS; FAILURE ANALYSIS; MATHEMATICAL MODELS; PLASTICITY; RIGIDITY;

BOX SECTION BEAMS; POST-FAILURE BEHAVIOR; RIGID-PLASTIC THEORY;

BEAMS AND GIRDERS;

EID: 0034294376     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(00)00032-X     Document Type: Article

References (8)

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2. Sin KW. The collapse behaviour of thin-walled sections. PhD thesis, Department of Mechanical Engineering, University of Strathclyde, 1985.
3. Kotelko M., Królak M. Collapse behaviour of triangular cross section girders subjected to pure bending. Thin-Walled Struct. 15(2):1993.
4. Kecman D. Bending collapse of rectangular cross section tubes in relation to bus roll-over problems. PhD thesis, Cranfield Institute of Technology, UK, 1979.
5. Cimpoeru S.J., Murray N.W. The large deflection pure bending properties of a square thin-walled tube. Int. J. Mech. Sci. 35(3-4):1993.
6. Kotelko M. Analysis of collapse behaviour of thin-walled beams. Chapter 4 in Stability, postbuckling and load-carrying capacity of thin-walled structures of orthotropic flat walls, seria: Monographie. 1995;Politechnika Lódzka, Lódzka. (in Polish).
7. Kotelko M. Ultimate load and post failure behaviour of box-section beams under pure bending. Eng. Trans. 44(2):1996;229-251.
8. Zhao X.L., Hancock G.J. A theoretical analysis of the plastic moment capacity of an inclined yield line under axial force. Thin-Walled Struct. 15(3):1993.