Axial Compressive Performance of Reinforced-Concrete Columns Strengthened with Carbon Fiber Reinforced Polymer Sheets

  • Chanon Anansupamongkol ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทายาลัยธรรมศาสตร์
  • Chanachai Thongchom
  • Suraparb Keawsawasvong
Keywords: Short Columns, Reinforced Concrete, Carbon Fiber Reinforced Polymer Sheets, Strengthening, Axial Load

Abstract

This study investigates the axial behavior of short rectangular reinforced concrete columns strengthened with carbon fiber reinforced polymer (CFRP) sheets, with a focus on the effect of different levels of confinement and CFRP layers. The dimensions of the columns are 250×250×1000 mm. with a steel reinforcement ratio of 3.0% and externally CFRP bonded strengthening. Load-carrying capacity and failure mode are examined experimentally in this work. The results show that partial confinement with three layers of stirrups produces the highest increase in ultimate axial strength, at 23.2% compared to the control column. The failure mode for all specimens is due to concrete failure.

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Published
2023-06-14
How to Cite
Anansupamongkol, C., Thongchom, C., & Keawsawasvong, S. (2023). Axial Compressive Performance of Reinforced-Concrete Columns Strengthened with Carbon Fiber Reinforced Polymer Sheets. The 28th National Convention on Civil Engineering, 28, STR11-1. Retrieved from https://conference.thaince.org/index.php/ncce28/article/view/2396
Issue
Vol 28 (2023): Proceeding of The 28th National Convention on Civil Engineering: Post-Pandemic Challenges on Civil Engineering
Section
Structural Engineering: STR

Copyright (c) 2023 The 28th National Convention on Civil Engineering

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