Full-Scale Fire Resistance Testing and Two-Scale Simulations of Sandwich Panels with Connections

Author:

Xu Qingfeng,Hofmeyer HèrmORCID,Maljaars Johan,van Herpen Ruud A. P.

Abstract

AbstractTo understand sandwich panel behaviour under fire, expensive full-scale tests, or potentially more efficient fire-structure simulations can be carried out. However, these simulations have only been demonstrated to work for specific applications, either on the global scale (a fire on a simple panel) or on the small scale (a temperature load on a single screw connection), often loaded by a standard fire curve. In this paper, the quality of simulations for combined situations is investigated, i.e. a furnace fire on a set of panels including details and connections. First two existing tests are introduced, a sandwich panel façade test and a studs bolt test, followed by the presentation of their basic fire-structure simulations. In general, the heat transfer analyses agree well with the tests, whereas the structural response analyses need investigation: For the first test, out-of-plane deflections are overestimated at the beginning of the test. A parameter study indicates that this is most likely due to adhesive decomposition, resulting in face delamination and related instabilities. For the second test, the basic simulation does not show any failure, whereas the test failed by vertical bearing. However, with a two-scale model the ultimate load is estimated, and increasing vertical displacements and the onset of vertical bearing are predicted. It is concluded that future tests should include more simulation-relevant measurements. Also, global-scale models need to include features specific to the structure to be simulated, only known after tests and basic simulations, and connections may be decisive for global-scale behaviour, which can be incorporated by a two-scale model. Finally, the tests exhibited complex behaviour across different scales, and modifications and improvements of the simulations increased their fidelity. Therefore fire-structure simulations should always be verified with tests and compared with basic simulations, and modifications in the simulation models should be anticipated.

Funder

Chinese Government Scholarship

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,General Materials Science,Building and Construction

Reference34 articles.

1. Feenstra JA, Hofmeyer H, Van Herpen RAP, Mahendran M (2018) Automated two-way coupling of CFD fire simulations to thermomechanical FE analyses at the overall structural level. Fire Safety Journal 96:165–175. https://doi.org/10.1016/j.firesaf.2017.11.007

2. ISO (2019) ISO 13784-1:2014, Reaction to fire test for sandwich panel building systems – Part 1: Small room test. International Organization for Standardization, Geneva

3. European Committee (2019) EN 13501-1:2019, Fire classification of construction products and building elements - Part 1: Classification using data from reaction to fire tests. European Committee for Standardisation, Brussels

4. European Committee (2022) EN 13823:2020, Reaction to fire tests for building products. Building products excluding floorings to the thermal attack by a single burning item. European Committee for Standardisation, Brussels

5. Axelsson J, Van Hees P (2005) New data for sandwich panels on the correlation between the SBI test method and the room corner reference scenario. Fire and Materials: An International Journal 29(1):53–59. https://doi.org/10.1002/fam.879

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