A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Calculation of curved thin-walled beams with open cross section
Combined bending and torsion of circularly curved beams with symmetry axis perpendicular to curvature plane is considered; starting from equilibrium conditions and elastostatic relationships, explicit formulas are derived for flexural moments and buckling force-moment, as well as for support deformations required for calculation of continuous thin-walled beams, such as used in construction of curved steel bridges.
Calculation of curved thin-walled beams with open cross section
Combined bending and torsion of circularly curved beams with symmetry axis perpendicular to curvature plane is considered; starting from equilibrium conditions and elastostatic relationships, explicit formulas are derived for flexural moments and buckling force-moment, as well as for support deformations required for calculation of continuous thin-walled beams, such as used in construction of curved steel bridges.
Calculation of curved thin-walled beams with open cross section
Zur Berechnung von gekruemmten duennwandigen Traegern mit offenem Profil
Dabrowski, R. (author)
Stahlbau ; 33
1964
9 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Buckling of thin-walled I-section laminated composite curved beams
| Elsevier | 2020
An Exact Theory for Curved Beams with Any Thin-walled Open Sections
| Online Contents | 2002