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Simulation of bolts used as shear connectors in concrete-filled steel column in Abaqus

Introduction to Bolts as Shear Connectors in Concrete-Filled Steel Columns

Overview

In concrete-filled steel tube (CFST) columns, shear connectors are crucial for ensuring composite action between the steel tube and the enclosed concrete core. Bolts are increasingly used as shear connectors due to their ease of installation, adjustability, and effectiveness in transferring shear forces

Role of Shear Connectors

Shear connectors prevent slip and separation between the steel tube and concrete under axial, bending, and shear loads. They enhance

Load transfer (shear and longitudinal forces)

Ductility and stiffness of the composite column

Bond strength (supplementing natural adhesion/friction)

In this example, the bolts, concrete, and steel column are modeled as three-dimensional solid parts. You can see a figure of the assembled parts below

Bolts as Shear Connectors

Types of Bolts Used

Head studs (welded or bolt-on)

High-strength bolts

Blind bolts (for hollow sections where only one side is accessible)

Post-installed adhesive bolts (for retrofitting)

Advantages Over Other Connectors

Ease of installation (no welding required in many cases)

Adjustable positioning (can be placed post-concrete pouring in some designs)

Better fatigue resistance compared to welded studs

Suitable for thick-walled tubes where welding is difficult

 Design Considerations

Shear capacity: Depends on bolt material, diameter, and embedment depth

Spacing & arrangement: Typically staggered or in rows to prevent concrete cracking

Concrete confinement: Bolt heads/anchors enhance mechanical interlock

Failure modes: Bolt shear, concrete crushing, or pull-out failure must be checked

Applications

Bridge piers

High-rise building columns

Seismic-resistant structures (bolts improve energy dissipation)

Bolts offer a practical and efficient solution for shear connection in CFST columns, particularly where welding is impractical. Proper design ensures optimal composite behavior, enhancing the column’s strength and durability

After the simulation, all results are available. You can see some figures for the results below

 

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