Pure bending of fiber reinforced curved beam at the failure limit
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering
Link
https://link.springer.com/content/pdf/10.1007/s00419-023-02420-5.pdf
Reference41 articles.
1. Timoshenko, S., Goodier, J.N.: Theory of elasticity. McGraw Hill, New York (1951)
2. Conway, H.D.: Elastic-plastic bending of curved bars of constant and variable thickness. J. Appl. Mech. 27(4), 733–734 (1960). https://doi.org/10.1115/1.3644090
3. Eason, G.: The elastic-plastic bending of a compressible curved bar. Appl. Sci. Res. 9(1), 53–63 (1960). https://doi.org/10.1007/BF00382189
4. Shaffer, B.W., House, R.N., Jr.: The elastic-plastic stress distribution within a wide curved bar subjected to pure bending. ASME Trans. J. Appl. Mech. 22, 305–310 (1955). https://doi.org/10.1115/1.4011077
5. Shaffer, B.W., House, R.N., Jr.: Displacements in a wide curved bar subjected to pure elastic-plastic bending. ASME Trans. J. Appl. Mech. 24, 447–452 (1957). https://doi.org/10.1115/1.4011561
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