Advances in concrete construction

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Elevated temperature resistance of concrete columns with axial loading

  • Alaskar, Abdulaziz (Department of Civil Engineering, College of Engineering, King Saud University) ;
  • Alyousef, Rayed (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University) ;
  • Alabduljabbar, Hisham (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University) ;
  • Alrshoudi, Fahed (Department of Civil Engineering, College of Engineering, King Saud University) ;
  • Mohamed, Abdeliazim Mustafa (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University) ;
  • Jermsittiparsert, Kittisak (Department for Management of Science and Technology Development, Ton Duc Thang University) ;
  • Ho, Lanh Si (Institute of Research and Development, Duy Tan University)
  • Received : 2019.11.03
  • Accepted : 2020.02.29
  • Published : 2020.04.25
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Abstract

The influence of temperature on the material of concrete filled columns (CFCs) under axial loading has been quantitatively studied in this research. CFCs have many various advantages and disadvantages. One of the important inefficiency of classic CFCs design is the practical lack of hooped compression under the operational loads because of the fewer variables of Poisson's rate of concrete compared to steel. This is the reason why the holder tends to break away from the concrete core in elastic stage. It is also suggested to produce concrete filled steel tube columns with an initial compressed concrete core to surpass their design. Elevated temperatures have essentially reduced the strengths of steel tubes and the final capacity of CFCs exposed to fire. Thus, the computation of bearing capacity of concrete filled steel tube columns is studied here. Sometimes, the structures of concrete could be exposed to the high temperatures during altered times, accordingly, outcomes have shown a decrement in compressive-strength, then an increase with the reduction of this content. In addition, the moisture content at the minimal strength is declined with temperature rising. According to Finite Element (FE), the column performance assessment is carried out according to the axial load carrying capacities and the improvement of ductility and strength because of limitations. Self-stress could significantly develop the ultimate stiffness and capacity of concrete columns. In addition, the design equations for the ultimate capacity of concrete columns have been offered and the predictions satisfactorily agree with the numerical results. The proposed based model (FE model of PEC column) 65% aligns with the concrete exposed to high temperature. Therefore, computed solutions have represented a better perception of structural and thermal responses of CFC in fire.

Keywords

Acknowledgement

Supported by : King Saud University

The authors gratefully acknowledge the technical support received from the Department of Civil Engineering, Faculty of Engineering, Prince Sattam Bin Abdulaziz University. The authors also gratefully acknowledge the technical and financial support of the Research Center of College of Engineering, Deanship of Scientific Research (DSR), King Saud University.

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