AXIALLY COMPRESSIVE BEHAVIORS AND DESIGN EQATION OF REINFORCED CONCRETE COLUMNS HAVING ASBESTOS CEMENT PIPE AS PERMANENT FORMWORK

Authors

  • Sittichai Seangatith School of Civil Engineering, Institute of Engineering, Suranaree University of Technology
  • Saran Kamjadrok Rajamangala University of Technology Lanna Tak

DOI:

https://doi.org/10.55766/sujst15926

Keywords:

Reinforced concrete column, asbestos cement pipe, compressive ioad

Abstract

The ebjectives of this research work are to study the behaviors and modes of failure of reinforced concrete columns using asbestos cement pipes as permanent formwork and to compare the test results with a modified EYT's design equation. The test specimens with dianeters of 0.15 and 0.20 m, height of 0.75, 2.30 and 2.80 m, and steel reinforcements of 1.5, 2.0, 2.15, 2.64, 3.53 and 3.84% of the colamn's cross sectional area were ased. The total of 46 specinens'was tested under axial compression with ed-pinned supports. From the test, it was found that the columns exhibited a linear behav oximately 80 to 91% of the ultimate compressive loads. Then, the behavior of columns the longitudinal cracks at both ends of the columns started to increase drastically. All ns were failed by the yielding of the steel reinforcement and the crushing of the as e and concrete at the end of the columns. In addition, the colunan's strength increas forcement increased and decreased as the slendermess ratio increased. Finally, the fa between the test results and the modifled EIT's design equation were obtained in the range of 3.20 to 4.48.

References

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Published

2026-08-27

How to Cite

Seangatith, S., & Kamjadrok, S. (2026). AXIALLY COMPRESSIVE BEHAVIORS AND DESIGN EQATION OF REINFORCED CONCRETE COLUMNS HAVING ASBESTOS CEMENT PIPE AS PERMANENT FORMWORK. Suranaree Journal of Science and Technology, 13(4), 351–362. https://doi.org/10.55766/sujst15926

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