Bending of a Homogeneous Beam with a Monosymmetric Cross Section – Shear Effect

This paper is devoted to the study of a homogeneous clamped beam with a monosymmetric cross section under uniformly distributed load or three-point bending. A nonlinear shear deformation theory of a plane beam cross section based on the classical shear stress formula known as the Zhuravsky shear str...

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Bibliographic Details
Main Authors: Krzysztof MAGNUCKI, Ewa MAGNUCKA-BLANDZI, Dawid WITKOWSKI, Natalia STEFAŃSKA
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 2024-07-01
Series:Engineering Transactions
Subjects:
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/3242
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