Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters
Abstract
In this study, deflections of orthotropic beams along the beam length are calculated by using static analysis according to Euler-Bernoulli and Timoshenko beam theories. Since the mechanical properties of the materials change as the orientation angle of fibers changes, the formulation is carried out using the equivalent Young’s modulus and the equivalent shear modulus. Orthotropic beams are modeled as isotropic beams by using equivalent moduli. Governing equations are derived. Two numerical examples with different orthotropic materials are given for different boundary and loading conditions. The effect of changing the orientation angle of the fibers on the deflection values is also considered. Orientation angle, material properties, length to depth ratio has been considered as parameters in the static analysis of orthotropic beams. Results are also compared with steel which is an isotropic material and presented in the form of tables and graphs which may be useful.
Keywords
References
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Details
Primary Language
English
Subjects
-
Journal Section
Research Article
Authors
Gökhan Güçlü
This is me
0000-0003-2931-9501
Türkiye
Fethullah Uslu
0000-0001-8057-5119
Türkiye
Publication Date
June 28, 2019
Submission Date
December 11, 2018
Acceptance Date
April 29, 2019
Published in Issue
Year 2019 Volume: 8 Number: 2
Cited By
Deflection analysis of functionally graded equal strength beams
European Mechanical Science
https://doi.org/10.26701/ems.1015629Large Deflection Analysis of Functionally Graded Beam by Using Combining Method
Journal of Materials and Mechatronics: A
https://doi.org/10.55546/jmm.1451429