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Experimental and Numerical Evaluation of Fire Performance in Modular Construction
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DOI:10.1007/s13296-025-01024-9.png)
Abstract
En 中文
Steel modular buildings are increasingly applied across various building types; however, effective fireproofing design remains a challenge, particularly for mid-rise structures. Conventional fire protection methods focus on individual structural members (e.g., columns, beams, and walls), leading to constructability limitations and material inefficiencies. Existing fire-resistance standards are not well-suited for modular systems. This study proposes a module-unit fireproofing method that eliminates the need for member-level treatment. Full-scale fire tests were conducted for 1-hour and 2-hour ratings. Results confirmed that steel frame temperatures remained below the average limit of 538 degrees C, and insulation criteria of 165 degrees C were satisfied. A 3D finite element thermal model was also developed and validated against test data. The model showed strong agreement with the experimental results, demonstrating its potential as a predictive tool for future modular fireproofing design.
Keywords:
Modular fireproofing test
Fire performance
Thermal analysis
Finite element analysis
Full-scale fire test
Journal
I
IF:
1.4
Papers:
37
Citations:
0
