Higher Order Approximations for Bending of FG Beams Using B-Spline Collocation Technique

In the present study, a functionally graded cantilever beam has been analyzed to observe its deformation behavior and stress variations. While the material properties (modulus of elasticity, modulus of rigidity, and density) have been varied along the height of the beam, Poisson’s ratio has been con...

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Main Authors: Amalendu Biswas, Deepak Mahapatra, Samar Mondal, Susenjit Sarkar
Format: Article
Language:English
Published: Semnan University 2024-04-01
Series:Mechanics of Advanced Composite Structures
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Online Access:https://macs.semnan.ac.ir/article_8139_ba7f7a721372c3b12d6c20d0c20a263e.pdf
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author Amalendu Biswas
Deepak Mahapatra
Samar Mondal
Susenjit Sarkar
author_facet Amalendu Biswas
Deepak Mahapatra
Samar Mondal
Susenjit Sarkar
author_sort Amalendu Biswas
collection DOAJ
description In the present study, a functionally graded cantilever beam has been analyzed to observe its deformation behavior and stress variations. While the material properties (modulus of elasticity, modulus of rigidity, and density) have been varied along the height of the beam, Poisson’s ratio has been considered a constant. The governing equations have been derived using Hamilton’s Principle in the framework of higher-order beam theory. The derived equations are then simplified to a single equation, which is similar to that of isotropic beams. However, the work is extended to include a few higher-order terms and to study the effect of the incorporation of these terms on the resulting FG beam behavior. The development of a single governing equation for studying the statics and dynamics of an FG beam with the incorporation of higher-order terms is a unique part of the report. The solution of the governing equation is approached using approximate methods; in this work, the B-spline collocation technique is used to arrive at the results. A sixth-order B-spline basis function is used as an approximating polynomial, and the Greville abscissa has been used to generate collocation points. The obtained results have been verified against standard literature to find a satisfactory match. The results include comparative plots for normalized bending and transverse shear stresses, with and without the inclusion of higher-order terms. The results are then extended to study the effect of material index on the deformation and stress behavior of FG beams. The effect of aspect ratio on results is also studied for comparison of various beam theories.
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spelling doaj-art-f87da092d4254459ad2f74e8baf3c3582024-12-16T21:03:51ZengSemnan UniversityMechanics of Advanced Composite Structures2423-48262423-70432024-04-0111115917610.22075/macs.2023.29936.14808139Higher Order Approximations for Bending of FG Beams Using B-Spline Collocation TechniqueAmalendu Biswas0Deepak Mahapatra1Samar Mondal2Susenjit Sarkar3Department of Mechanical Engineering, Heritage Institute of Technology, Kolkata, 700107, IndiaCollege of Food Technology, IGKV, Raipur, 492012, IndiaDepartment of Mechanical Engineering, Jadavpur University, Kolkata, 700032, IndiaDepartment of Mechanical Engineering, Jadavpur University, Kolkata, 700032, IndiaIn the present study, a functionally graded cantilever beam has been analyzed to observe its deformation behavior and stress variations. While the material properties (modulus of elasticity, modulus of rigidity, and density) have been varied along the height of the beam, Poisson’s ratio has been considered a constant. The governing equations have been derived using Hamilton’s Principle in the framework of higher-order beam theory. The derived equations are then simplified to a single equation, which is similar to that of isotropic beams. However, the work is extended to include a few higher-order terms and to study the effect of the incorporation of these terms on the resulting FG beam behavior. The development of a single governing equation for studying the statics and dynamics of an FG beam with the incorporation of higher-order terms is a unique part of the report. The solution of the governing equation is approached using approximate methods; in this work, the B-spline collocation technique is used to arrive at the results. A sixth-order B-spline basis function is used as an approximating polynomial, and the Greville abscissa has been used to generate collocation points. The obtained results have been verified against standard literature to find a satisfactory match. The results include comparative plots for normalized bending and transverse shear stresses, with and without the inclusion of higher-order terms. The results are then extended to study the effect of material index on the deformation and stress behavior of FG beams. The effect of aspect ratio on results is also studied for comparison of various beam theories.https://macs.semnan.ac.ir/article_8139_ba7f7a721372c3b12d6c20d0c20a263e.pdffunctionally graded materialhamilton principleb-spline collocationpower lawaxial stressshear stress
spellingShingle Amalendu Biswas
Deepak Mahapatra
Samar Mondal
Susenjit Sarkar
Higher Order Approximations for Bending of FG Beams Using B-Spline Collocation Technique
Mechanics of Advanced Composite Structures
functionally graded material
hamilton principle
b-spline collocation
power law
axial stress
shear stress
title Higher Order Approximations for Bending of FG Beams Using B-Spline Collocation Technique
title_full Higher Order Approximations for Bending of FG Beams Using B-Spline Collocation Technique
title_fullStr Higher Order Approximations for Bending of FG Beams Using B-Spline Collocation Technique
title_full_unstemmed Higher Order Approximations for Bending of FG Beams Using B-Spline Collocation Technique
title_short Higher Order Approximations for Bending of FG Beams Using B-Spline Collocation Technique
title_sort higher order approximations for bending of fg beams using b spline collocation technique
topic functionally graded material
hamilton principle
b-spline collocation
power law
axial stress
shear stress
url https://macs.semnan.ac.ir/article_8139_ba7f7a721372c3b12d6c20d0c20a263e.pdf
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