HOW ANCHORS FAIL IN TENSION AND WAYS TO PREVENT IT

The four ways anchors fail under tension load

?You need to fix a column, a beam, or any other steel element to concrete without cast-in threaded rods in the concrete to fasten it down. Keep calm: post-installed anchor technologies are reliable alternative solutions to be considered for your project, when selecting qualified systems for the application, you run an accurate design and you prescribe good recommendations for a safe installation.

When it comes to design, the bad news is that anchors can break in eight different ways. The good news is that you can rely on international codes and standards, references, software and experienced engineers (like Hilti Engineers) for advice.

To go through this process properly, you first need a general understanding of post-installed anchor behavior. Let’s start by taking a look at the aforementioned anchor breaking mode. In this article, we focus on the four ways an anchor can fail under a tension load.?

1. Steel failure

If the steel capacity of the anchor is not enough to withstand the applied tension force, the metal part breaks off. As per a steel-to-steel connection. Should more resistance be needed, it is generally sufficient to:?

• Increase the number of fixing points
• Select a higher steel strength for the anchor or increase the anchor size?

2. Concrete cone failure

This refers to the base material break-out under tension and mainly depends on the concrete class, the concrete condition (cracked or uncracked) and the volume of concrete cone engaged. In most of the anchor design standards, this cone depends on the embedment depth and the presence of edges. In the case of adjoining tensioned anchors, the overlap between concrete cones should also be considered.

To obtain a higher concrete cone resistance, simply increase the volume of the engaged cone by placing the anchors further from the edges, increasing the anchor spacing (if too close) or making the anchor embedment deeper. A combination of these methods may also be used.

3. Anchor pull-out?

If steel and concrete are strong enough to sustain the load, it is time to check if the anchor is capable of transferring it to the base material. Pull-out mainly depends on the anchor quality, the cracked condition of the concrete and the concrete class. For an adhesive anchor, pull-out combined with shallow concrete cone might occur: this specific failure is called combined tension and concrete cone.

4. Splitting

AS 5216 requires that checks are carried out to prevent cracks as a result of the anchor loads and/or installation (such as torque applied to install mechanical expansion anchors). This is a potential failure in thin low-reinforced members and long embedment, resulting in a greatly reduced concrete section on the deeper end of the anchor itself.

A common strategy to overcome this failure is to reduce the embedment depth, or just accept that cracks will happen and re-run the design considering that condition.

So… how can you deal with it?

It is easier than you might expect, by using design software for a complete, fast, and reliable calculation of the anchor system. With Hilti's?PROFIS Engineering Suite , it will be possible to design not just anchors but the complete connection considering flexibility and the real behaviour of?modular plate components. It provides a precise verification of all the components of a joint, combining the component method commonly used in steel construction with a powerful Component-Based FEM (CBFEM) finite element calculation.?

Get your 30-day FREE access to the PROFIS Engineering Premium license here .