The root cause analysis in many structural failure investigations leads directly to a failed connection, and ultimately to a failed fastener. The failure of a connection often leaves a structure…
This article defines post-installed concrete anchors in terms of their composition, use, and the engineering considerations for their use. Failed anchors can result in damage to property, equipment and building infrastructure, as well as personal injury.

Post-installed concrete anchors are fasteners used to attach structural and non-structural elements to hardened concrete. The elements can vary from mechanical, electrical, plumbing equipment to structural members. Attached elements can be generators, industrial machinery, façade panels, HVAC equipment, etc.
Unlike cast-in-place anchors, which are embedded/placed during the concrete pouring process, post-installed anchors are installed after the concrete has been poured and has cured. Post-installed concrete fasteners are common in construction, renovation, and retrofit projects across nearly all industries.
Post-installed anchors can be categorized into four main types:
Each type of anchor has its unique installation requirements and load-resisting mechanism, making them suitable for different applications and different loading requirements.
Each type of anchor has its own unique failure mechanism. Anchors can fail due to improper installation, improper anchor selection, and unanticipated loading. In legal disputes, this may manifest as:
Understanding the potential failure modes of post-installed anchors is crucial for ensuring safe and reliable installations. There are several ways in which these anchors can fail during use.

Steel Failure
Steel failure occurs when the tensile stress and/or shear stress in the anchor exceeds the steel capacity. This type of failure is characterized by the physical fracture or elongation of the anchor shaft. Steel tensile failure is ductile and can provide some warning before complete failure, making it a preferred failure mode in many design situations.
Concrete Breakout Failure
Concrete breakout failures arise when the concrete surrounding the anchor fails before the anchor itself. This failure mode is often represented by an inverted cone of concrete being pulled out along with the anchor (see Figures 1 and 2).
The anchor’s depth of embedment, spacing, edge distance, the strength of the concrete all have significant roles in determining the likelihood of concrete breakout failure.
Pull-out Failure
Pull-out failure is when the anchor slips out of the hole without significant damage to the surrounding concrete.
Pull-out can happen if the mechanical expansion mechanism doesn't provide sufficient friction against the hole. It can also happen if the bond between the adhesive and the concrete or the bond between the adhesive and the anchor rod fails.
Factors influencing bond strength include hole cleaning, adhesive properties, water content in concrete, and concrete curing conditions.
Concrete Splitting
Concrete splitting failure can occur when anchors are installed too close to an edge or to each other. The expansive forces created during installation or loading can cause the concrete to split, significantly reducing the anchor's capacity.
Designing post-installed anchors requires careful consideration of various factors to ensure safety, reliability, and compliance with building codes.
Engineers must accurately determine the types and magnitudes of loads that the anchors will be subjected to, including:
Design calculations incorporate safety factors and load reduction factors as specified by Building Code Requirements for Structural Concrete, ACI 318. Safety and load reduction factors help account for uncertainties in loading, material properties, and installation.
Proper anchor selection considers:
Engineers calculate the capacity of the anchors for various failure modes, including:
The controlling capacity is determined by the lowest value among these failure modes.
Proper edge distance and anchor spacing are crucial for preventing premature failure and ensuring optimal load distribution. These requirements vary based on anchor type, size, and loading conditions.
Certain applications require additional design considerations:
Proper installation is critical for the performance and reliability of post-installed anchors. Anchor installation instructions are provided by the anchor manufacturer and ensure that the published and calculated values can be achieved.
Rigorous testing, as specified in Qualification of Post Installed Anchors in Concrete, ACI 355, is required to ensure reliability and durability. The International Building Code and local jurisdictions specify the required special inspections for anchor installation.
Post-installed concrete anchors are essential components in modern construction and renovation projects. Their proper selection, design, and installation are crucial for ensuring structural integrity and safety.
At Robson Forensic, our experts are frequently tasked with investigating the causation and factors contributing to anchor failures. We provide analysis of the failure, accounting for the applicable standards of care, the specific loading to the anchors, the type of failure, the factors that led to the failure, and the parties that would have or should have known about the condition that led to incident.
For more information, submit an inquiry or call us at 800.813.6736.
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