PT Journal
AU Kraus, M
   Crişan, N
   Wittor, B
TI Stability Study of Cantilever-Beams – Numerical Analysis and Analytical Calculation (LTB)
SO ce/papers: the online collection for conference papers in civil engineering
JI ce/papers
PD September
PY 2021
BP 2199
EP 2206
VL 4, 2021
IS 2-4
PU Ernst & Sohn
DI 10.1002/cepa.1539
WP https://www.db-thueringen.de/receive/dbt_mods_00061210
LA en
DE Träger; Stahl; Biegefestigkeit; Finite-Elemente-Methode; Stahlträger; Knicklast; Freiträgerkapazität; Eurocode
SN 2509-7075
AB According to Eurocode, the computation of bending strength for steel cantilever beams is a straightforward process. The approach is based on an Ayrton-Perry formula adaptation of buckling curves for steel members in compression, which involves the computation of an elastic critical buckling load for considering the instability. NCCI documents offer a simplified formula to determine the critical bending moment for cantilevers beams with symmetric cross-section. Besides the NCCI recommendations, other approaches, e.g. research literature or Finite-Element-Analysis, may be employed to determine critical buckling loads. However, in certain cases they render different results. Present paper summarizes and compares the abovementioned analytical and numerical approaches for determining critical loads and it exemplarily analyses corresponding cantilever beam capacities using numerical approaches based on plastic zones theory (GMNIA).
PI Berlin
ER