Research Article
BibTex RIS Cite

Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads

Year 2018, Volume: 10 Issue: 2, 35 - 63, 15.08.2018
https://doi.org/10.24107/ijeas.430666

Abstract

In the
present paper, the transfer matrix method based on the Euler-Bernoulli beam
theory is exploited to originally achieve some exact analytical formulas for
classically supported beams under both the concentrated and generalized power/sinusoidal
distributed loads.   A general solution
procedure is also presented to consider different loads and boundary
conditions. Those closed-form formulas can be used in a variety of engineering
applications as well as benchmark solutions.

References

  • Young, W.C., Budynas, R.G., Roark’s Formulas for Stress and Strain, Seventh Edition, McGraw-Hill, New York, ISBN 0-07-072542-X, 2002.
  • Köktürk, U., Makina Mühendisinin El Kitabı Cilt 1, Nobel Akademik Yayıncılık, ISBN 975927101X, 2005. (in Turkish)
  • Miller ve Kirişler, (08.06.2018), http://www.guven-kutay.ch/ozet-konular/06a_miller_kirisler.pdf, 2018. (in Turkish)
  • İnan M., The Method of Initial Values and the Carry-Over Matrix in Elastomechanics, ODTÜ Publication, Ankara, No: 20, 1968.
  • Arici, M., Granata, M.F., Analysis of curved incrementally launched box concrete bridges using the Transfer Matrix Method, Bridge Structures, 3(3-4),165-181, 2007.
  • Arici, M., Granata, M.F., Generalized curved beam on elastic foundation solved by Transfer Matrix Method, Structural Engineering & Mechanics, 40(2), 279-295, 2011.
  • Reddy, J.N., Pang, S.D., Nonlocal continuum theories of beams for the analysis of carbon nanotubes, J. Appl. Phys. 103, 023511, 2008.
  • Civalek, Ö., Demir, Ç., Bending analysis of microtubules using nonlocal Euler–Bernoulli beam theory, Applied Mathematical Modelling, 35, 2053–2067, 2011.
  • Tuna, M., Kirca, M., Exact solution of Eringen’s nonlocal integral model for bending of Euler–Bernoulli and Timoshenko beams, Int J Eng Sci, 105, 80–92, 2016.
  • Peddieson, J., Buchanan, G.R., McNitt, R.P., Application of nonlocal continuum models to nanotechnology, Int. J. Eng. Sci., 41, 305–312, 2003.
  • Karamanli, A., Elastostatic deformation analysis of thick isotropic beams by using different beam theories and a meshless method, International Journal of Engineering Technologies, 2(3), 83-93, 2016.
  • Aydoğdu, M., A general nonlocal beam theory: Its application to nanobeam bending, buckling and vibration, Physica E, 41, 1651–1655, 2009.
Year 2018, Volume: 10 Issue: 2, 35 - 63, 15.08.2018
https://doi.org/10.24107/ijeas.430666

Abstract

References

  • Young, W.C., Budynas, R.G., Roark’s Formulas for Stress and Strain, Seventh Edition, McGraw-Hill, New York, ISBN 0-07-072542-X, 2002.
  • Köktürk, U., Makina Mühendisinin El Kitabı Cilt 1, Nobel Akademik Yayıncılık, ISBN 975927101X, 2005. (in Turkish)
  • Miller ve Kirişler, (08.06.2018), http://www.guven-kutay.ch/ozet-konular/06a_miller_kirisler.pdf, 2018. (in Turkish)
  • İnan M., The Method of Initial Values and the Carry-Over Matrix in Elastomechanics, ODTÜ Publication, Ankara, No: 20, 1968.
  • Arici, M., Granata, M.F., Analysis of curved incrementally launched box concrete bridges using the Transfer Matrix Method, Bridge Structures, 3(3-4),165-181, 2007.
  • Arici, M., Granata, M.F., Generalized curved beam on elastic foundation solved by Transfer Matrix Method, Structural Engineering & Mechanics, 40(2), 279-295, 2011.
  • Reddy, J.N., Pang, S.D., Nonlocal continuum theories of beams for the analysis of carbon nanotubes, J. Appl. Phys. 103, 023511, 2008.
  • Civalek, Ö., Demir, Ç., Bending analysis of microtubules using nonlocal Euler–Bernoulli beam theory, Applied Mathematical Modelling, 35, 2053–2067, 2011.
  • Tuna, M., Kirca, M., Exact solution of Eringen’s nonlocal integral model for bending of Euler–Bernoulli and Timoshenko beams, Int J Eng Sci, 105, 80–92, 2016.
  • Peddieson, J., Buchanan, G.R., McNitt, R.P., Application of nonlocal continuum models to nanotechnology, Int. J. Eng. Sci., 41, 305–312, 2003.
  • Karamanli, A., Elastostatic deformation analysis of thick isotropic beams by using different beam theories and a meshless method, International Journal of Engineering Technologies, 2(3), 83-93, 2016.
  • Aydoğdu, M., A general nonlocal beam theory: Its application to nanobeam bending, buckling and vibration, Physica E, 41, 1651–1655, 2009.
There are 12 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Vebil Yıldırım 0000-0001-9955-8423

Publication Date August 15, 2018
Acceptance Date June 8, 2018
Published in Issue Year 2018 Volume: 10 Issue: 2

Cite

APA Yıldırım, V. (2018). Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads. International Journal of Engineering and Applied Sciences, 10(2), 35-63. https://doi.org/10.24107/ijeas.430666
AMA Yıldırım V. Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads. IJEAS. August 2018;10(2):35-63. doi:10.24107/ijeas.430666
Chicago Yıldırım, Vebil. “Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads”. International Journal of Engineering and Applied Sciences 10, no. 2 (August 2018): 35-63. https://doi.org/10.24107/ijeas.430666.
EndNote Yıldırım V (August 1, 2018) Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads. International Journal of Engineering and Applied Sciences 10 2 35–63.
IEEE V. Yıldırım, “Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads”, IJEAS, vol. 10, no. 2, pp. 35–63, 2018, doi: 10.24107/ijeas.430666.
ISNAD Yıldırım, Vebil. “Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads”. International Journal of Engineering and Applied Sciences 10/2 (August 2018), 35-63. https://doi.org/10.24107/ijeas.430666.
JAMA Yıldırım V. Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads. IJEAS. 2018;10:35–63.
MLA Yıldırım, Vebil. “Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads”. International Journal of Engineering and Applied Sciences, vol. 10, no. 2, 2018, pp. 35-63, doi:10.24107/ijeas.430666.
Vancouver Yıldırım V. Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads. IJEAS. 2018;10(2):35-63.

21357