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<doi>/ISEC.res.2017.140</doi>
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<article-title>EXPERIMENTAL STUDY ON STRUCTURAL<br/>
BEHAVIOR OF FIRE PROTECTED DOUBLE CFT<br/>
COLUMN SUBJECTED TO FIRE LOAD</article-title>
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<author>KYUNG SOO CHUNG<sup>1</sup>, JAE SUNG LEE<sup>2</sup>, JONG EUN SONG<sup>3</sup>, WOO CHUL KIM<sup>3</sup>,<br/>
HEUNG YOUL KIM<sup>4</sup>, and JONG MOON CHOI<sup>5</sup></author>

<aff><sup>1</sup> Steel Business Division Steel Solution Marketing Dept, POSCO, Incheon, Korea<br/>
<sup>2</sup>
Dept of Architectural Engineering, Hannam University, Daejon, Korea<br/>
<sup>3</sup>Sunghyun Chemicals CO., Seoul, Korea<br/>
<sup>4</sup>Fire Research Institute, KICT, Whasung, Korea<br/>
<sup>5</sup>Architectural Engineering Research Group, POSCO E&amp;C, Incheon, Korea</aff>


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<abstract>
<title>ABSTRACT</title>
<p>New concrete filled double-tube (CFDT) sections consist of an inner and outer tube
with fire protection mortar (FPM) filling the cavity between them and the inner tube
also filled with concrete or not. An investigation into the fire performance of CFDT
during the standard fire test is reported. Six full size FPM filled CFDT columns were
designed for the fire tests. Detail failure modes of overall specimens and each
component in the columns as well as temperature, deformation and fire endurance were
presented. It showed that the fire resistance in the CFDT columns is significantly
higher than that in concrete filled steel tubular (CFT) columns. Investigation into the
fire performance of the columns reveals possible solutions to improve the fire
resistance of CFT members.</p>
<p><italic>Keywords: </italic>Fire performance, Concrete filled double tubes (CFDT), Fire protection
mortar (FPM).</p>
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