Local stability of web of tapered beam subjected to pure bending
This paper deals with a theoretical and a numerical analysis of local stability of web of tapered beams subjected to a pure bending moment. A standard FEM code COSMOS/M has been used for a numerical estimation of a critical load multiplier. It has been assumed that the critical stress of the web of...
Main Author: | Vaidotas Šapalas |
---|---|
Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2010-06-01
|
Series: | Journal of Civil Engineering and Management |
Subjects: | |
Online Access: | https://journals.vgtu.lt/index.php/JCEM/article/view/5941 |
Similar Items
-
Fem stability analysis of tapered beamâ€columns
by: Vaidotas Å apalas, et al.
Published: (2005-09-01) -
Buckling strength of tapered bridge girders under combined shear and bending
by: Metwally Abu-Hamd, et al.
Published: (2016-08-01) -
Influence of skin wrinkles and resin insertions in maximum stress of transitions of pure bending sandwich beams
by: Caballero Daniel Fernández, et al.
Published: (2015-07-01) -
Experimental research of I-beams under bending and torsion actions
by: A.R. Tusnin, et al.
Published: (2015-02-01) -
Simplified Design Equation for Web Tapered - I Sections Using Finite Element Modeling
by: Rameshbabu C., et al.
Published: (2018-09-01)