1964
DOI: 10.1680/iicep.1964.10371
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Fire Resistance of Encased Steel Stanchions.

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Cited by 18 publications
(9 citation statements)
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“…The effects of concrete cover, concrete type, load eccentricity on column fire resistance and limited heating on column residual strength were investigated. Test data show that (1) concrete cover significantly improved column fire resistance, and (2) lightweight concrete generally had higher fire resistance compared to normal weight concrete, the latter being more susceptible to spalling. Nevertheless, it is felt that the chosen range of load level 0.27 to 0.36 did not cover the higher end of practical load level (say 0.5, 0.6).…”
Section: Introductionmentioning
confidence: 98%
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“…The effects of concrete cover, concrete type, load eccentricity on column fire resistance and limited heating on column residual strength were investigated. Test data show that (1) concrete cover significantly improved column fire resistance, and (2) lightweight concrete generally had higher fire resistance compared to normal weight concrete, the latter being more susceptible to spalling. Nevertheless, it is felt that the chosen range of load level 0.27 to 0.36 did not cover the higher end of practical load level (say 0.5, 0.6).…”
Section: Introductionmentioning
confidence: 98%
“…Some experimental works on the fire resistance of composite columns have been published [1][2][3][4][5][6][7][8][9][10][11][12][13]. The following is a summary.…”
Section: Introductionmentioning
confidence: 99%
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“…There are some published works presenting experimental results on fire resistance of both concrete-filled steel tubes or encased I-section composite columns [1][2][3][4][5][6][7][8][9][10][11][12][13][14].…”
Section: Introductionmentioning
confidence: 99%
“…In 1964, Malhotra and Stevens [1] reported fire resistance tests conducted on 14 encased steel stanchions subjected to axial load ratios ranging from 0.27 to 0.36. The effects of concrete cover, concrete type, load eccentricity on column fire resistance as well as limited heating on column residual strength were investigated.…”
Section: Introductionmentioning
confidence: 99%