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Mechanical characteristics of carbon steels and corrosion resistant steels subjected to plastic bending and tension

✍ Scribed by V. A. Bubnov

Publisher
Springer
Year
1988
Tongue
English
Weight
396 KB
Volume
24
Category
Article
ISSN
0009-2355

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Flexural strength limits of steel single-angle section beams should be calculated based on the full plastic moment capacities, local buckling resistance and lateral torsional buckling capacities of the angle sections. The angle section beams are generally under the effect of external loads applied a