2009
DOI: 10.1016/j.jcsr.2009.06.013
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Fire behaviour of high strength self-consolidating concrete filled steel tubular stub columns

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Cited by 92 publications
(63 citation statements)
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“…Explosive spalling of SCC at elevated temperature was observed similar to that for high strength concrete [15]. It was demonstrated by Lu et al [16] that such spalling can be prevented by steel tubes in CFST columns. It is expected that the same phenomenon would happen in SCC-filled CFDST columns because of the confinement provided by both outer and inner steel tubes.…”
Section: Introductionsupporting
confidence: 60%
See 1 more Smart Citation
“…Explosive spalling of SCC at elevated temperature was observed similar to that for high strength concrete [15]. It was demonstrated by Lu et al [16] that such spalling can be prevented by steel tubes in CFST columns. It is expected that the same phenomenon would happen in SCC-filled CFDST columns because of the confinement provided by both outer and inner steel tubes.…”
Section: Introductionsupporting
confidence: 60%
“…There is very limited knowledge about the fire performance of SCC-filled CFDST columns [14], although work has been done on SCC at elevated temperatures [15] and SCC-filled steel tubes under fire testing [16]. Explosive spalling of SCC at elevated temperature was observed similar to that for high strength concrete [15].…”
Section: Introductionmentioning
confidence: 86%
“…This indicates that h c is an infinite value, which is the case when the ''TIE'' constraint is used in ABAQUS. Espinos et al [22] suggested that h c could be taken as a constant value of 200 W m -2 K -1 , while a constant value of 100 W m -2 K -1 is suggested by Lu et al [23]. In this study, a test setup was developed to simulate the condition of the contact between concrete and steel formwork (Fig.…”
Section: Interface Conductancementioning
confidence: 99%
“…The studies proposed several methods to compute fire resistance, which has now been adopted in practical design. [10][11][12][13][14] Recycled concrete can not only overcome the shortage in natural aggregates but also reduce construction waste after demolition or redevelopment. However, according to Xiao,15 recycled concrete has higher variable coefficient d and lower reliability coefficient b than 3.7, its application will be very poor if there is no treatment or strengthening measures.…”
Section: Introductionmentioning
confidence: 99%