Abstract
The question of stability and behaviour of slender webs in the post-critical range is becoming important in connection with the production of high strength metal sheet and plates. This chapter presents a solution of the non-linear problem of the deformation of slender initially curved rectangular webs which are stiffened along their edges by elastically compressible stiffeners, flexible in the web plane. By introducing an initial deflection, we take account of certain (geometrical, structural and other) imperfections of “actual” (in comparison with ideally plane) webs.
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References
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© 1983 J. Djubek, R. Kodnár, M. Škaloud
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Djubek, J., Kodnár, R., Škaloud, M. (1983). Large Deflections of Elastic Isotropic Webs. In: Limit State of the Plate Elements of Steel Structures. Lehr- und Handbücher der Ingenieurwissenschaften, vol 39. Birkhäuser Basel. https://doi.org/10.1007/978-3-0348-7497-7_6
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DOI: https://doi.org/10.1007/978-3-0348-7497-7_6
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