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Tapered plate girders under shear : tests and numerical research

Author
Bedynek, A.; Real, E.; Mirambell, E.
Type of activity
Journal article
Journal
Engineering structures
Date of publication
2013-01
Volume
46
First page
350
Last page
358
DOI
https://doi.org/10.1016/j.engstruct.2012.07.023 Open in new window
Project funding
COMPORTAMIENTO ESTRUCTURAL DE VIGAS ARMADAS DE ACERO DE INERCIA VARIABLE.APLICACION AL CASO DE PUENTES Y GRANDES PORTICOS DE ACERO
Repository
http://hdl.handle.net/2117/18538 Open in new window
Abstract
This paper presents an experimental and numerical research on tapered steel plate girders subjected to shear. Experimental tests included four small-scale tapered steel plate girders. Research was focused on both, critical shear load and ultimate shear resistance. Moreover, the post-buckling behaviour of tapered plates was studied. Further, some parametric studies with various geometries of tapered panels were done in order to find the most favourable design situations. The analysed parameters w...
Citation
Bedynek, A.; Real, E.; Mirambell, E. Tapered plate girders under shear : tests and numerical research. "Engineering structures", Gener 2013, vol. 46, p. 350-358.
Keywords
Critical load, FE model, Imperfections, Instability, Resal effect, Residual stress, Shear resistance, Tapered plate girders
Group of research
ATEM - Structural and Materials Technology

Participants