Limit analysis of beams under combined stresses | Zendy

Marina Mijalković | Zendy; Marina TrajkovićMilenković | Zendy; Bojan Milošević | Zendy

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Limit analysis of beams under combined stresses

Author(s) -

Marina Mijalković,

Marina TrajkovićMilenković,

Bojan Milošević

Publication year - 2008

Publication title -

facta universitatis - series architecture and civil engineering

Language(s) - English

Resource type - Journals

eISSN - 2406-0860

pISSN - 0354-4605

DOI - 10.2298/fuace0801075m

Subject(s) - bending moment , shear and moment diagram , beam (structure) , structural engineering , limit (mathematics) , bearing capacity , shear (geology) , pure bending , shear force , shear stress , moment (physics) , bending , cross section (physics) , materials science , bending stiffness , mechanics , physics , engineering , composite material , mathematics , classical mechanics , mathematical analysis , quantum mechanics

The problem of the determination of limit bearing capacity of beam cross section under pure bending, eccentric tension, pure shear, as well as combined stress is considered in this paper. The influence functions of the bending moment and axial force, as well as the bending moment, axial and shear force on the cross section limit bearing capacity in case of rectangular and I beam cross section are derived

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