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Oct 10, 2019

Closure to “Fire Resistance of Gypsum Board Protected Steel Columns with High Load Ratios” by Zheng Peng and Hossein Mostafaei

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Publication: Journal of Structural Engineering
Volume 145, Issue 12
We thank Professor Gamble for his discussion. Professor Gamble did not raise any questions about the methodology and formulas developed in our paper. His comments mainly focused on the comparisons we did with solutions per ECCS (1985). We provide clarification to each of the items discussed by Professor Gamble:
1.
Are the ECCS curves in Figs. 14 and 15 for heavy insulation?
Yes. To generate the ECCS curves in Figs. 14 and 15, we used Eq. (5) in the original paper [which is also from ECCS (1985)] and Table D3 in the appendix of ECCS (1985). Table D3 is for lightweight insulation. However, the table values are based on the V/Fi parameter. We modified V/Fi using Eq. (1) based on ECCS (1985). The same modification was used in Eq. (5) to capture heavy insulation by ECCS (1985),
VFi+diρiρs
(1)
For clarification, we plot the results without and with the modification (for light and heavy insulation) in Fig. 1, which replicates Fig. 14 of the original paper. The curve for heavy insulation, “Table Solution (Heavy),” is the one we presented in Fig. 14 of the original paper as “ECCS.” We performed the same comparison for the case shown in Fig. 15 of the original paper and achieved the same verification. Therefore, the ECCS curves in Figs. 14 and 15 are for heavy insulations.
2.
Can we derive a better prediction for Fig. 14 using Professor Gamble’s formula published in Fire Technology?
We used the formula for heavy insulation in Gamble (1989) and obtained results similar to the ECCS curve. Fig. 2 shows the comparison.
Fig. 1. ECCS solutions compared with test data and Abaqus solution.
Fig. 2. Professor Gamble’s solutions compared with the ECCS table solution, test data, and Abaqus solution.
Based on our communication with Professor Gamble, the results referenced in his discussion were obtained using a modified formula from his lecture note, which was not available when the paper was written. We did, however, compare the results here with the modified formula (Fig. 2). The modified formula did provide results somewhere between the test results and the Gamble (1989) formula. The “Gamble Lecture Note 2” curve is lower than the “Gamble Lecture Note 1” curve in Fig. 2 because we used the thermal properties obtained from the test results for “Gamble Lecture Note 1.” Professor Gamble, on the other hand, used generic values (e.g., lower thermal conductivity values) for the case labeled “Gamble Lecture Note 2.”

References

ECCS (European Convention for Constructional Steelwork). 1985. Design manual on the European recommendation for the fire safety of steel structures. Brussels, Belgium: ECCS.
Gamble, W. L. 1989. “Predicting protected steel member fire endurance using spread-sheet programs.” Fire Technol. 25 (3): 256–273. https://doi.org/10.1007/BF01039782.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 12December 2019

History

Received: Feb 27, 2019
Accepted: Apr 17, 2019
Published online: Oct 10, 2019
Published in print: Dec 1, 2019
Discussion open until: Mar 10, 2020

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Senior Research Scientist, FM Global, Research Div., 1151 Boston Providence Turnpike, Norwood, MA 02062 (corresponding author). Email: [email protected]
Hossein Mostafaei, M.ASCE [email protected]
Senior Lead Research Scientist, FM Global, Research Div., 1151 Boston Providence Turnpike, Norwood, MA 02062. Email: [email protected]

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