Analytical formulation for the deformations of I-shapes and RHS at the plastic strain ultimate limit state
Tài liệu tham khảo
CEN/TC 250 — Eurocode 3: Design of steel structures — Part 1-1: General rules and rules for buildings. European Standard EN 1993-1-1:2005
Lescouarc’h, 1977, Capacité de résistance d’une section soumise à divers types de sollicitations, Construction Métallique, 2, 3
Massonnet Ch, Save M. In: Nelissen B, editor. Calcul plastique des constructions. Vol. 1–Structures dépendant d’un paramètre. 3rd ed; 1976
Mrázik, 1987
Jouve P.. Contribution à l’étude du comportement non-linéaire des structures à barres. Thèse de Doctorat és Sciences Mathématiques, Université de Rennes; 1976
Lebouvier F.. Analyse non-linéaire et ruine de structures planes formées de poutres et d’arcs. Thèse de Docteur-Ingénieur, Université de Technologie de Compiègne; 1985
Crisfield M.A.. On an approximate yield criterium for thin steel shells. Transport and Road Research Laboratory, report LR658, Crowthorne, Berkshire; 1974
Baptista A.M.. Modèle non linéaire géométrique et matériel fondé sur l’analyse des déformations globales des sections. Ph.D. thesis. Clermont-Ferrand: Blaise Pascal University; November 1994
Baptista, 1992, Modèle de comportement non-linéaire matériel d’une section rectangulaire fondé sur une analyse des déformations, Construction Métallique, 1, 3
Baptista, 1996, Modèle analytique en déformations globales pour l’étude élastique non linéaire de sections industrielles, Construction Métallique, 4, 29
Baptista, 2001, Formulation analytique pour le calcul élastoplastique de sections en I ou en H fléchies autour de l’axe fort, Construction Métallique, 4, 31
Baptista A.M., Muzeau J.P.. Analytical model for non-linear analysis of steel cross-sections. In: International conference new technologies in structural engineering. IABSE-FIP; 1997. p. 1061–8
Baptista, 2006, Analytical formulation of the elastic–plastic behaviour of bi-symmetrical steel shapes, Journal of Constructional Steel Research, 62, 872, 10.1016/j.jcsr.2006.01.001
Baptista A.M.. Influência da ductilidade do material no cálculo das deformações de uma secção rectangular metálica em regime elastoplástico. V Congresso de Construção Metálica e Mista, CMM, Lisbon, Portugal. 2005, p. 297–306
Baptista A.M.. Evaluation of the deformations of I steel cross-sections at their plastic resistance limit state. In: Camotim D. et al., editors. Stability and ductility of steel structures (Portugal, Lisbon) 2006. p. 153–60.
Baptista A.M.. Critério de interacção entre o esforço normal e o momento flector em secções de aço em I ou rectangulares ocas totalmente plastificadas. In: Book of abstracts of the 4as jornadas Portuguesas de Engenharia de Estruturas–JPEE2006 (Portugal, Lisbon); 2006. p. 102–3. (full paper in the CD-ROM Proceedings)
ECISS/TC10, EN 10210-2:2006–Hot finished structural hollow sections of non-alloy and fine grain structural steels. Part 2: Tolerances, dimensions and sectional properties
Baptista, 2005, Influência do endurecimento do material no cálculo das deformações de uma secção rectangular metálica em regime elastoplástico, 307
Baptista, 2001, Formulação analítica do cálculo de secções tubulares circulares em regime elastoplástico, 513
Kuwamura H., Taketani M., Matsumoto Y.. Local buckling behaviors of hot-rolled and cold-rolled steel square pipes. Journal of Structural and Construction Engineering. Transactions of AIJ, No.493(19970330) p. 121–9
Tanaka Hisashi, Takanashi Kohichi.. Study on the width to thickness ratios of compression elements in plastic hinges. Transactions of AIJ, No.136(19670630) p. 8–14
Kimura Mamoru, Kaneko Hirohumi. Local buckling behavior and evaluation on width-to-thickness ratio of square steel tubes. Journal of Structural and Construction Engineering. Transactions of AIJ, No.372(19870228), p. 65–71