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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Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
Institute of Fundamental Technological Research
2024-07-01
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Series: | Engineering Transactions |
Subjects: | |
Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/3242 |
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