INVESTIGATION OF CONCRETE FILLED STEEL TUBE SECTION BY ANALYTICAL METHOD

Authors

  • Gawande Akshay Vinayak M. Tech Scholar, Department of Applied Mechanics, GCOE Amravati
  • Tak Shilpa P Assistant Professor, Department of Applied Mechanics, GCOE Amravati

Keywords:

concrete filled steel tube (CFST), Finite element method, ABAQUS v6.14, Linear perturbation, Nonlinear Analysis, Buckled load.

Abstract

Concrete filled steel tube (CFST) have been used in the practice of civil engineering under the pile, columns and fill the docks. As Compare to conventional steel and reinforced concrete components, there are several advantages of CFST. This article presents an analytical modelling for concrete filled steel (CFST) tube section under concentric axial compression. Curly, the main objective of this study to evaluate the effect on buckle load for various geometric of the CFST model condition Finite element model is validated by comparing its results with those included in the experimental study of the researcher. Three Dimensions Non-Linear finite element analysis of the axial compression process is performed using commercial software ABAQUS v6.14. The Results of various models are compared.

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Published

2019-04-01

How to Cite

Vinayak, G. A. ., & Tak Shilpa P. (2019). INVESTIGATION OF CONCRETE FILLED STEEL TUBE SECTION BY ANALYTICAL METHOD. International Journal of Technical Innovation in Modern Engineering & Science, 5(4), 299–306. Retrieved from https://ijtimes.com/IJTIMES/index.php/ijtimes/article/view/2907

Issue

Vol. 5 No. 4 (2019): Vol. 5 No. 4: Volume 5 Issue 4 (April-2019)

Section

Articles