Temperature Attained in Intumescent Coating–Protected Concrete-Filled Circular Steel Tubular Sections under the Standard Fire Condition-Reference-Cited by-同舟云学术

Temperature Attained in Intumescent Coating–Protected Concrete-Filled Circular Steel Tubular Sections under the Standard Fire Condition

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Jafarian M.¹^ORCID,Wang Y. C.²,Yuan J.³

Affiliation:

1. Technical Manager, Structures and Facades, Warringtonfire, Holmesfield Rd., Warrington, Cheshire WA1 2DS, UK (corresponding author). ORCID: .

2. Professor, Dept. of Structural Engineering, Univ. of Manchester, Oxford Rd., Manchester M13 9PL, UK.

3. General Manager, Fire and Building Products NE/SE Asia, Element Materials Technology, Warringtonfire, Unit C, 18/F, Infotech Centre, 21 Hung To Rd., Kowloon, Hong Kong SAR.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003130

Reference23 articles.

1. Proposal of a new method in EN1994-1-2 for the fire design of concrete-filled steel tubular columns

2. Influence of external heat flux and coating thickness on the thermal insulation properties of two different intumescent coatings using cone calorimeter and numerical analysis

3. Assessment of the thermal conductivity of intumescent coatings in fire

4. A theoretical model for quantifying expansion of intumescent coating under different heating conditions

5. Ding, J. 2007. Behaviour of restraint concrete filled tubular (CFT) columns and their joints in fire. Manchester, UK: Univ. of Manchester.

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