DEFLECTION BEHAVIOUR OF A COMPOSITE BEAM WITH STRUCTURAL GLULAM BEAM AND RC SLAB IN FIRE
This study investigated the deflection behaviour of a composite beam with a glulam beam and an RC slab in a fire. Load-bearing fire tests were conducted on a simply supported glulam beam and a composite beam. Connecting the glulam beam and the RC slab extended the fire resistance period by 20 minutes compared to the glulam beam. This paper proposes a method for calculating the degree of composite effect in a fire. Change in the degree of composite effect is one of the factors that determine the deflection behaviour of composite beams.
Authors
- Takeo HIRASHIMA (ORCID: https://orcid.org/0000-0003-1462-5370)
- Shinichi Nonaka
- Marina Totsuka (ORCID: https://orcid.org/0000-0001-8548-4996)
- Tadayuki Iwase (ORCID: https://orcid.org/0000-0003-4915-3983)
- Yuki TAKARADA
Institutions
- Chiba University (JP)
- Center for Independent Living (US)
Publication Details
- Journal
- Journal of Structural and Construction Engineering (Transactions of AIJ)
- Published
- 2025-10-31
- DOI
- https://doi.org/10.3130/aijs.90.1373
- Primary Topic
- Wood Treatment and Properties
- Type
- article
- Field-Weighted Citation Impact
- 0.00