ANALYSIS OF THE EFFECT OF TRANSVERSE SHEAR DEFORMATION ON THE STIFFNESS OF SHORT BEAMS

Summary. The article examines the deformations of short elastic beams with different сross-sections under concentrated and uniformly distributed loads. The effect of transverse shear deformations on the stiffness of the beams is investigated. A second-order differential equation is used as a mathematical model of the problem, formed with consideration of pure bending and transverse shear deformations [1]. Boundary conditions are specified for simply supported and cantilever beams. The boundary value problem is solved analytically and using the finite element method (FEM), allowing control over different levels of accuracy. The maximum deflections of beams with different crosssections (rectangular, I-shape, circular, and annular) are determined. Timoshenko beam theory is applied to obtain beam deflections [2]. Modern structural design relies on computer-aided design (CAD) systems, which enable the creation of precise structural models and the analysis of their behavior under realistic conditions. CAD software with integrated finite element tools enables the analysis of the behavior and the identification of specific deformations in both individual components and the entire structures [3]. Three-dimensional finite element modeling of beams was performed using the SCAD and LIRA software [4, 5]. Graphs of mesh convergence for the deflections of the I-shaped cantilever beams were plotted. A comparison of analytical and numerical solutions of the boundary value problem demonstrated a high level of accuracy, indicating the efficiency of the applied approaches. The obtained results have practical significance for structural engineers, particularly in analyzing short beam deformations during the design of beams with different cross-sections. Additionally, these research findings can be incorporated into the educational process for the "Strength of Materials" course. Keywords: simply supported beam, cantilever beam, thin-walled cross-sections, parametric crosssections, stiffness of the beam, transverse shear deformations, finite element software, LIRA software, SCAD software.

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Publication Details

Journal
Automobile Roads and Road Construction
Published
2025-01-01
DOI
https://doi.org/10.33744/0365-8171-2025-117.1-076-085
Primary Topic
Structural Load-Bearing Analysis
Type
article
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article

ANALYSIS OF THE EFFECT OF TRANSVERSE SHEAR DEFORMATION ON THE STIFFNESS OF SHORT BEAMS

Iryna Ilchenko, I. V. Gorbunovich
Automobile Roads and Road Construction
Structural Load-Bearing Analysis
article

ANALYSIS OF THE EFFECT OF TRANSVERSE SHEAR DEFORMATION ON THE STIFFNESS OF SHORT BEAMS

Iryna Ilchenko, I. V. Gorbunovich
article en

Abstract

Summary. The article examines the deformations of short elastic beams with different сross-sections under concentrated and uniformly distributed loads. The effect of transverse shear deformations on the stiffness of the beams is investigated. A second-order differential equation is used as a mathematical model of the problem, formed with consideration of pure bending and transverse shear deformations [1]. Boundary conditions are specified for simply supported and cantilever beams. The boundary value problem is solved analytically and using the finite element method (FEM), allowing control over different levels of accuracy. The maximum deflections of beams with different crosssections (rectangular, I-shape, circular, and annular) are determined. Timoshenko beam theory is applied to obtain beam deflections [2]. Modern structural design relies on computer-aided design (CAD) systems, which enable the creation of precise structural models and the analysis of their behavior under realistic conditions. CAD software with integrated finite element tools enables the analysis of the behavior and the identification of specific deformations in both individual components and the entire structures [3]. Three-dimensional finite element modeling of beams was performed using the SCAD and LIRA software [4, 5]. Graphs of mesh convergence for the deflections of the I-shaped cantilever beams were plotted. A comparison of analytical and numerical solutions of the boundary value problem demonstrated a high level of accuracy, indicating the efficiency of the applied approaches. The obtained results have practical significance for structural engineers, particularly in analyzing short beam deformations during the design of beams with different cross-sections. Additionally, these research findings can be incorporated into the educational process for the "Strength of Materials" course. Keywords: simply supported beam, cantilever beam, thin-walled cross-sections, parametric crosssections, stiffness of the beam, transverse shear deformations, finite element software, LIRA software, SCAD software.

Automobile Roads and Road Construction(118.1)
Openalex Percentile: Top 84%
Structural Load-Bearing Analysis
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ANALYSIS OF THE EFFECT OF TRANSVERSE SHEAR DEFORMATION ON THE STIFFNESS OF SHORT BEAMS — Iryna Ilchenko, I. V. Gorbunovich · Automobile Roads and Road Construction (2025) | TGRS Research Map | TGRS