Comparison of Post-Installed Anchor Types (ACI 318)
- Adisorn O.
- Apr 17
- 2 min read

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