Analytical Solution of a Guided Simply Supported Beam under Three Point Bending

Mohammad Ikthair Hossain Soiket
Mohammad Ikthair Hossain Soiket
Shabbir Ahmed
Shabbir Ahmed
Bangladesh University of Engineering and Technology Bangladesh University of Engineering and Technology

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Analytical Solution of a Guided Simply Supported Beam under Three Point Bending

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Abstract

In the present paper, elastic field parameters of a guided simply supported beam under three point bending has been investigated by a new approach called displacement potential formulation. Guided beams involve mixed mode of boundary conditions which the classical beam theory cannot handle. In displacement potential formulation, all the elastic field parameters has been expressed in terms of a single function Ψ which gives rise to a fourth order partial differential equation. The solution of this equation has been determined by trial and error process satisfying all the boundary conditions. This solution is then inserted to reduce the partial differential equation into an ordinary one. The obtained analytical solution of the beam has been presented as graphs. The stress concentration occurs mainly at the point of application of the load and the support at two corners. The analytical solution has further been verified by finite element analysis.

References

14 Cites in Article
  1. L Chow,H Conway,G Winter (1952). Stresses in Deep Beam.
  2. H Conway,L Chow,G Morgan (1951). Analysis of deep beams.
  3. H Conway,N Ithaca (1953). Some Problems of Orthotropic Plane Stress.
  4. A Murty (1984). Toward a consistent beam theory.
  5. Shin-Ichi Suzuki (1986). Stress analysis of short beams.
  6. M Uddin (1966). Finite Difference Solution of Two-dimensional Elastic Problems with mixed Boundary Conditions.
  7. S Hardy,M Pipelzadeh (1991). Static analysis of short beams.
  8. S Ahmed,A Idris,Md. Uddin (1996). Numerical solution of both ends fixed deep beams.
  9. S Ahmed,M Khan,K Islam,M Uddin (1998). Investigation of stresses at the fixed end of deep cantilever beams.
  10. S Ahmed,A Idris,M Uddin (1999). An alternative method for numerical Solution of mixed boundary value elastic problems.
  11. S Ahmed,M Hossain,M Uddin (2005). A general mathematical formulation for finite-difference solution of mixed-boundary-value problems of anisotropic materials.
  12. M Akanda,S Ahmed,M Uddin (2002). Stress analysis of gear teeth using displacement potential function and finite differences.
  13. S Timoshenko,J Goodier,H Abramson (1970). Theory of Elasticity (3rd ed.).
  14. S Nath,S Ahmed,A Afsar (2006). Displacement potential solution of short stiffened flat composite bars under axial loadings.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Mohammad Ikthair Hossain Soiket. 2015. \u201cAnalytical Solution of a Guided Simply Supported Beam under Three Point Bending\u201d. Global Journal of Research in Engineering - J: General Engineering GJRE-J Volume 14 (GJRE Volume 14 Issue J7).

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date
December 31, 2015

Language
en
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Analytical Solution of a Guided Simply Supported Beam under Three Point Bending

Shabbir Ahmed
Shabbir Ahmed
Mohammad Ikthair Hossain Soiket
Mohammad Ikthair Hossain Soiket <p>Bangladesh University of Engineering and Technology</p>

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