Distribution and Properties of Shear Stress in Elastic Beams with Variable Cross Section: Theoretical Analysis and Finite Element Modelling
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-0772-0.pdf
Reference26 articles.
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3. Balduzzi G, Aminbaghai M, Sacco E, Füssl J, Eberhardsteiner J, Auricchio F (2016) Non-prismatic beams: A simple and effective Timoshenkolike model. International Journal of Solids and Structures 90:236–250, DOI: https://doi.org/10.1016/j.ijsolstr.2016.02.017
4. Balduzzi G, Hochreiner G, Füssl J (2017) Stress recovery from one dimensional models for tapered bi-symmetric thin-walled I beams: Deficiencies in modern engineering tools and procedures. Thin Walled Structures 119:934–944, DOI: https://doi.org/10.1016/j.tws.2017.06.031
5. Beltempo A, Balduzzi G, Alfano G, Auricchio F (2015) Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger-Reissner principle. Engineering Structures 101:88–98, DOI: https://doi.org/10.1016/j.engstruct.2015.06.020
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