Formulation Of The Total Potential Energy Functional Relevant To The Stability Analysis Of A Doubly Symmetric Single (DSS) Cell Thin- Walled Box Column In Line With Raleigh- Ritz Method

Authors

  • K. C. Nwachukwu
  • J.C.Ezeh
  • H.O. Ozioko
  • J.A. Eiroboyi
  • D.C. Nwachukwu

DOI:

https://doi.org/10.47672/ajce.815
Abstract views: 107
PDF downloads: 108

Keywords:

Doubly Symmetric Single (DSS) Cell ,Total Potential Energy Functional(TPEF), Thin -Walled Box Column(TWBC), Raleigh- Ritz Method(RRM),Bulkling/ Stability Analysis

Abstract

Purpose: This work is concerned with the formulation of peculiar Total Potential Energy Functional (TPEF) for a Doubly Symmetric Single (DSS) cell Thin -walled Box Column (TWBC).  The formulated Energy Functional Equations support the stability analysis of a DSS cell thin-walled box (closed) column cross-section using Raleigh - Ritz Method (RRM) with polynomial shape functions.

Methodology: This present formulation is based on the governing TPEF developed by Nwachukwu and others (2017). The polynomial shape functions (only the first two coordinate polynomial shape functions) for different boundary conditions were generated first, and then followed by the formulation of TPEF for different boundary conditions of the DSS cell TWBC.

Findings: The Raleigh- Ritz based formulated TPEF equations are found suitable, handy and simple to be used in the Flexural(F) , Flexural- Torsional(FT)  and Flexural- Torsional- Distortional(FTD) buckling/stability analysis of DSS cell TWBC cross-section where data obtained (critical bulking loads) will be compared with the works of other authors in subsequent papers.

Conclusion: Henceforth it is recommended that additional work should be done using more than first two coordinate polynomial shape functions in order to increase the accuracy of RRM.

Downloads

Download data is not yet available.

Author Biographies

K. C. Nwachukwu

Department of Civil Engineering, Federal University Of Technology, Owerri, Imo State, Nigeria

J.C.Ezeh

Department of Civil Engineering, Federal University Of Technology, Owerri, Imo State, Nigeria

H.O. Ozioko

Department of Civil Engineering, Michael Okpara University Of Agriculture, Umudike, Abia State, Nigeria

J.A. Eiroboyi

Sterling Oil Exploration & Energy Production Company, Victoria Island, Lagos, Nigeria

D.C. Nwachukwu

Loraj Consult & Innovation Concept, Umuonyeali Mbieri, Imo State, Nigeria

References

Andreassen, M.J (2012): Distortional Mechanics of Thin- Wall Structural Elements, A Ph.D

Thesis, Department of Civil Engineering, Technical University of Denmark.

Chen, W.F. and Lui, E.M. (1987): Structural Stability (Theory and Implementation), Elsevier

Science Publishing Co. Ltd, USA.

Chidolue, C.A. and Aginam, C.H.(2012):”Effects Of Shape Factor On The Flexural- Torsional

Distortional Behavior Of Thin- Walled Box- Girder Structures”; International Journal Of Engineering And Advanced Technology (IJEAT), Vol.1,No. 5, Pp 469 -479.

Chidolue, C.A. and Osadebe, N.N.(2012):” Flexural- Torsional Behavior Of Thin- Walled Monosymmetric Box- Girder Structures”; International Journal Of Engineering Sciences And Emerging Technologies, Vol.2,No. 2, Pp11 -19.

Ezeh, J.C. (2009): “Stability of Axially Compressed Multi-Cell Thin-Walled Closed Column”, Phd Thesis, University of Nigerian Nsukka.

Ezeh, J.C .(2010):“Buckling Behavior of Axially Compressed Multi-Cell Doubly Symmetric Thin-Walled Column using Vlasov’s Theory”, International Journal of Engineering, Vol.4, No.2, Pp 179-194.

Krolak, M: Kowal-Michalska, K; Mania, R.J and Swinlarski, J, (2009): “Stability and Loadcarrying

Capacity of Multi-Cell Thin-Walled Columns of Rectangular Cross-Sections”; Journal of Theoretical and Applied Mechanics Vol. 47, No.2 Pp 456-456.

Nwachukwu, K.C., Ezeh, J.C., Thomas, B., Okafor, M. and Okodugha, D.A. (2017): Formulation of The Total Potential Energy Functional For A Thin- Walled Box Column Applicable To Raleigh- Ritz Method, Researchjournal’s Journal of Civil Engineering, vol. 3, No. 2

Osadebe, N.N and Chidolue, C.A (2012a):“Torsional-Distortional Response of Thin-Walled Mono-Symmetric Box Girder”, International Journal Of Engineering Research and Applications, Vol.2, No.3, Pp 814-821.

Osadebe, N.N and Chidolue, C.A (2012b):“Response Of Double Cell Mono-Symmetric Box Girder Structure to Torsional-Distortional Deformations”, International Journal Of Engineering And Advanced Technology, Vol.1, No.4, Pp 285-292

Osadebe, N.N. and Ezeh, J.C (2009a): “Stability of Axially Compressed Single-Cell Mono-Symmetric Thin-Walled Closed Column”, Nigerian Journal of Technology, Vol.28, No2

Osadebe, N.N. and Ezeh,J.C (2009b):“Flexural, Torsional and Distortional Buckling Of Single-Cell Thin-Walled Box Columns”,Nigerian Journal of Technology, Vol.28, No2, Pp 80-91.

Shanmugam, N.E.; Richard Liew, J.Y, and Lee, S.L (1989): “Thin-walled Steel Box columns under Biaxial Loading”, Journal of structural Engineering Vol. 55, No.12, Pp 742-748.

Simao,P and Simoes da Silva, L .(2004): “ A Numerical Scheme For Post-Buckling Analysis of Thin-Walled Members in the Context Of GBT”, Proceeding of Advanced in Computational and Experimental Engineering and Science, Tech .Science Press, Pp 2079-2086.

Downloads

Published

2021-10-06

How to Cite

Nwachukwu, K., Ezeh, J., Ozioko, H., Eiroboyi , J., & Nwachukwu, D. (2021). Formulation Of The Total Potential Energy Functional Relevant To The Stability Analysis Of A Doubly Symmetric Single (DSS) Cell Thin- Walled Box Column In Line With Raleigh- Ritz Method. American Journal of Computing and Engineering, 4(1), 57 - 82. https://doi.org/10.47672/ajce.815

Issue

Section

Articles