Modelling the fire performance of steel beam to CLT connections for hybrid construction

Fire performance of single plate shear connections in a composite floor

Journal of Structural Fire Engineering ◽

10.1108/jsfe-12-2016-022 ◽

2016 ◽

Vol 7 (4) ◽

pp. 316-327

Author(s):

Serdar Selamet ◽

Caner Bolukbas

Keyword(s):

Finite Element ◽

Finite Element Model ◽

Concrete Slab ◽

Element Model ◽

Mechanical Analysis ◽

Steel Beam ◽

Fire Performance ◽

Content Type ◽

Shear Connection ◽

Single Plate

Purpose This paper aims to present a numerical investigation on the fire performance of a single plate shear connection in a steel-framed composite floor. Large-scale fire experiments show that the tensile membrane action of the concrete slab enhances the fire performance of composite floors. The enhancement in the performance is contributed to large slab deflections. However, these deflections cause significant rotations and tensile force in the single plate connection. Design/methodology/approach A finite element model is constructed, which consists of a secondary steel beam, concrete slab and shear connection components. The interaction between the connection components such as bolts and single plate is defined by contact surfaces. The analysis is conducted in two uncoupled phases: thermal analysis by creating fire boundaries on the composite floor model with convective and radiative heat transfer, and mechanical analysis by considering thermal expansion and changes in the material stiffness and strength due to temperature. Findings The thermo-mechanical analysis of the composite floor finite element model shows that the structure survives the 2-h Standard fire, but the connection fails by bolt shear and buckling of the connection plate. Originality/value This paper investigates the fire performance of a shear connection in a steel-framed concrete slab. Previous work generally focused on the concrete slab behavior only. The originality of the research is that the connection is considered as part of a sub-assembly and is subjected to forces due to concrete and steel beam interaction.

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