LaMalva, K;
Bisby, L;
Gales, J;
Gernay, T;
Hantouche, E;
Jones, C;
Morovat, A;
... Torero, J; + view all
(2020)
Rectification of "restrained vs unrestrained".
Fire and Materials
, 44
(3)
pp. 341-351.
10.1002/fam.2771.
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Abstract
For furnace testing of fire‐resistant floor and roof assemblies in the United States, the ASTM E 119 standard (and similarly the UL 263 standard) permits two classifications for boundary conditions: “restrained” and “unrestrained.” When incorporating tested assemblies into an actual structural system, the designer, oftentimes a fire protection or structural engineer, must judge whether a “restrained” or “unrestrained” classification is appropriate for the application. It is critical that this assumption be carefully considered and understood, as many qualified listings permit a lesser thickness of applied fire protection for steel structures (or less concrete cover for concrete structures) to achieve a certain fire resistance rating if a “restrained” classification is confirmed, as compared with an “unrestrained” classification. The emerging standardization of structural fire engineering practice in the United States will disrupt century‐long norms in the manner to which structural behavior in fire is addressed. For instance, the current edition of the ASCE/SEI 7 standard will greatly impact how designers consider restraint. Accordingly, this paper serves as an exposé of the “restrained vs unrestrained” paradigm in terms of its paradoxical nature and its controversial impact on the industry. More importantly, potential solutions toward industry rectification are provided for the first time in a contemporary study of this paradigm.
| Type: | Article |
|---|---|
| Title: | Rectification of "restrained vs unrestrained" |
| Open access status: | An open access version is available from UCL Discovery |
| DOI: | 10.1002/fam.2771 |
| Publisher version: | https://doi.org/10.1002/fam.2771 |
| Language: | English |
| Additional information: | This version is the author accepted manuscript. For information on re-use, please refer to the publisher’s terms and conditions. |
| Keywords: | prescriptive method, restrained, standard fire resistance design, structural fire engineering, structural fire protection, thermal restraint, unrestrained |
| UCL classification: | UCL UCL > Provost and Vice Provost Offices > UCL BEAMS UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng |
| URI: | https://discovery.ucl.ac.uk/id/eprint/10091837 |
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