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Comparison of Post-Installed Anchor Types (ACI 318)



1. Overview

This summary compares different types of post-installed concrete anchors, including adhesive, expansion, undercut, and cast-in-place types. Although they follow the same design framework under ACI 318, their performance, failure modes, and required checks vary.


2. Anchor Type Comparison

Anchor Type

Installation Mechanism

Load Transfer Mechanism

Design Implications

Cast-in-Place

Before concrete sets

Mechanical embedment (headed, hooked)

Often governed by steel strength or breakout. Typically well-confined.

Expansion Anchor

Torque-tightened into drilled hole

Friction + bearing (wedge expansion)

Sensitive to edge distance and spacing. Requires torque verification.

Undercut Anchor

Mechanically interlocked cut in concrete

Mechanical interlock

High resistance to pullout. Often better seismic performance.

Adhesive Anchor

Injected adhesive in drilled hole

Bonded to concrete surface

Requires bond strength testing. Sensitive to installation and curing.

3. Key Design Differences by Type

All anchor types use the same failure mode equations in ACI 318, including steel failure, concrete breakout, pryout, and pullout. However, these key factors differ:

• Strength Reduction Factor (φ): May vary depending on testing and ductility of the anchor.

• ψ Modifiers: Adhesive anchors include installation angle, temperature, and hole cleaning effects.

• Required Checks: Adhesive anchors require bond strength data. Expansion anchors require torque testing.

• Seismic Qualification: Must meet ACI 355.2 (mechanical) or ACI 355.4 (adhesive) for seismic design.


4. Example Comparison (Same Inputs)

Anchor Size: 16 mm | hef: 100 mm | f'c = 28 MPa

• Expansion Anchor:

  - Use N_cb, V_cb (empirical), steel strength

  - Sensitive to edge and spacing

  - φ typically = 0.75

• Adhesive Anchor:

  - Use bond strength N_b from data sheet

  - Installation controls quality heavily

  - φ often = 0.65


5. Code References

• ACI 318-19 Chapter 17 – Anchor Design

• ACI 355.2 – Qualification for Mechanical Anchors

• ACI 355.4 / ICC-ES AC308 – Adhesive Anchor Testing and Qualification

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