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A platform for research: civil engineering, architecture and urbanism
Non-uniform torsion of plate girders
Measured stresses and angular distortions were compared with calculated values; results based on S.TIMOSHENKO's theory agreed well for rolled beam and for plate girders with relatively high ratio of web to flange thickness; subsequent application of Goodier-Barton theory, which considers web deformation effect, indicated that method can be successfully adapted to plate girders.
Non-uniform torsion of plate girders
Measured stresses and angular distortions were compared with calculated values; results based on S.TIMOSHENKO's theory agreed well for rolled beam and for plate girders with relatively high ratio of web to flange thickness; subsequent application of Goodier-Barton theory, which considers web deformation effect, indicated that method can be successfully adapted to plate girders.
Non-uniform torsion of plate girders
Am Soc Civ Engrs -- Proc Separate
Kubo, G.G. (author) / Johnston, B.G. (author) / Eney, W.J. (author)
1954
28 pages
Article (Journal)
English
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| Engineering Index Backfile | 1952
| ASCE | 2021
| Engineering Index Backfile | 1953
Nonuniform Torsion of Plate Girders
| ASCE | 2021
Discussion of “Nonuniform Torsion of Plate Girders”
| ASCE | 2021