Research Article

Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters

Volume: 8 Number: 2 June 28, 2019
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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

  1. Labuschange A., van Rensburg N.F.J., van der Merwe A.J. 2009. Comparison of linear beam theories, Mathematical and Computer Modelling, 49: 20-30. doi: 10.1016/j.mcm.2008.06.006
  2. Reddy J.N. 2010. Nonlocal nonlinear formulations for bending of classical and shear deformation theories of beams and plates, International Journal of Engineering Science 48, 1507–1518. doi: 10.1016/j.ijengsci.2010.09.020
  3. Sayyad A.S. 2011. Comparison of various refined beam theories for the bending and free vibration analysis of thick beams, Applied and Computational Mechanics 5, 217 – 230.
  4. Aykanat B.A. 2007. Investigation of a Cantilevered Bar Subjected to Uniformly Distributed Force in Nonlocal Elasticity. Istanbul Technical University, Graduate School of Science Engineering and Technology, Master Thesis, 29pp, Istanbul Turkey.
  5. Carrera E., Giunta G. 2010. Refined beam theories based on a unified formulation, International Journal of Applied Mechanics 2, 117–143. doi: 10.1142/S1758825110000500
  6. Elshafei M.A. 2013. FE modeling and analysis of isotropic and orthotropic beams using first order shear deformation theory, Materials Sciences and Applications 4, 77–102. doi: 10.4236/msa.2013.41010
  7. Whitney J.M. 1985. Elasticity analysis of orthotropic beams under concentrated loads, Composites Science and Technology 22, 167–184. doi: 10.1016/0266-3538(85)90031 4
  8. Li X.F. 2008. A unified approach for analyzing static and dynamic behaviors of functionally graded Timoshenko and Euler–Bernoulli beams, Journal of Sound and Vibration 318, 1210–1229. doi: 10.1016/j.jsv.2008.04.056

Details

Primary Language

English

Subjects

-

Journal Section

Research Article

Publication Date

June 28, 2019

Submission Date

December 11, 2018

Acceptance Date

April 29, 2019

Published in Issue

Year 2019 Volume: 8 Number: 2

APA
Saraçoğlu, M., Güçlü, G., & Uslu, F. (2019). Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, 8(2), 628-641. https://doi.org/10.17798/bitlisfen.495517
AMA
1.Saraçoğlu M, Güçlü G, Uslu F. Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi. 2019;8(2):628-641. doi:10.17798/bitlisfen.495517
Chicago
Saraçoğlu, Mustafa, Gökhan Güçlü, and Fethullah Uslu. 2019. “Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters”. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi 8 (2): 628-41. https://doi.org/10.17798/bitlisfen.495517.
EndNote
Saraçoğlu M, Güçlü G, Uslu F (June 1, 2019) Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi 8 2 628–641.
IEEE
[1]M. Saraçoğlu, G. Güçlü, and F. Uslu, “Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters”, Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, vol. 8, no. 2, pp. 628–641, June 2019, doi: 10.17798/bitlisfen.495517.
ISNAD
Saraçoğlu, Mustafa - Güçlü, Gökhan - Uslu, Fethullah. “Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters”. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi 8/2 (June 1, 2019): 628-641. https://doi.org/10.17798/bitlisfen.495517.
JAMA
1.Saraçoğlu M, Güçlü G, Uslu F. Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi. 2019;8:628–641.
MLA
Saraçoğlu, Mustafa, et al. “Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters”. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, vol. 8, no. 2, June 2019, pp. 628-41, doi:10.17798/bitlisfen.495517.
Vancouver
1.Mustafa Saraçoğlu, Gökhan Güçlü, Fethullah Uslu. Static Analysis of Orthotropic Euler-Bernoulli and Timoshenko Beams With Respect to Various Parameters. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi. 2019 Jun. 1;8(2):628-41. doi:10.17798/bitlisfen.495517

Cited By

Bitlis Eren University
Journal of Science Editor
Bitlis Eren University Graduate Institute
Bes Minare Mah. Ahmet Eren Bulvari, Merkez Kampus, 13000 BITLIS