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Design of stainless steel continuous beams with tubular cross-sections

Autor
Arrayago, I.; Real, E.; Mirambell, E.
Tipus d'activitat
Article en revista
Revista
Engineering structures
Data de publicació
2017-11
Volum
151
Pàgina inicial
422
Pàgina final
431
DOI
https://doi.org/10.1016/j.engstruct.2017.08.047 Obrir en finestra nova
Projecte finançador
Estudio del comportamiento de estructuras de acero inoxidable ferrítico
Repositori
http://hdl.handle.net/2117/107559 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0141029617304054 Obrir en finestra nova
Resum
This paper presents a comprehensive study on the application of global plastic design methods, not currently allowed in European specification provisions, to stainless steel rectangular and square hollow section continuous beams. The analysis of experimental and numerical continuous beam strengths highlighted that ultimate capacity predictions calculated based on global elastic analysis result in a considerable conservatism due to strain hardening and bending moment redistribution effects. Alter...
Citació
Arrayago, I., Real, E., Mirambell, E. Design of stainless steel continuous beams with tubular cross-sections. "Engineering structures", Novembre 2017, vol. 151, p. 422-431.
Paraules clau
Continuous Beam, Continuous Strength Method, Direct Strength Method, Global Plastic Design, Stainless Steel
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials