Empa researchers Mateusz Wyrzykowski and Volha Semianiuk, with the help of laboratory technician Sebastiano Valvo, are investigating new possibilities for self-tensioned CFRP concrete elements. Image source: Empa.
23. Jul 2020 | Coatings Technologies
Cost-effective and material-saving: When Concrete learns to pre-stress itself
Using a new type of concrete formula, an Empa team has succeeded in producing self-prestressed concrete elements. This innovation makes it possible to build lean structures much more cost-effectively – and save material at the same time.
More than ten billion tonnes of concrete are produced and used worldwide every year. This is more than all other building materials combined. By way of comparison, steel and asphalt – both of which are also used very abundantly – are each produced at around 1.5 billion tonnes annually. Even though the energy required to produce one tonne of concrete and the emissions that go with it are lower than for other building mate-rials, the huge quantities are responsible for a signiﬁcant environmental impact. Cement, the binding agent in concrete, is the main culprit.
Empa scientists are looking into developing methods to make concrete elements leaner, yet durable and stable, so that materials consumption is reduced. A team led by Giovanni Terrasi, Pietro Lura and Mateusz Wyrzykowski was recently granted a European and a US patent for a self-pre-stressing concrete technology that achieve just this. Pre-stressing is generally used when a concrete element has to withstand very high loads – for instance, beams, bridges or cantilevered structures. In a conventional pre-tensioning technology, the reinforcements or tendons – usually made of steel – are anchored on both sides of the element before the concrete is cast, put under tension and re leased again after the concrete has set.
Steel is susceptible to corrosion
The forces generated in the tendons place the concrete under compressive stress: The element is pulled together by the pre-tensioned reinforcement on its inside, so to speak – and is thus much more stable. The problem: Steel is susceptible to corrosion. Therefore, the concrete layer around the pre-stressing steel must have a certain thickness.
As early as in the 1990s, carbon ﬁber-reinforced polymers (CFRP) were used to replace steel reinforcement. Because CFRP does not corrode, it is possible to produce signiﬁcantly leaner concrete components – with very similar structural properties. "But if you want to pre-stress these CFRP reinforcements in order to be able to build even thinner structures with a higher load-bearing capacity, you reach your limits,” says Wyrzykowski. Very expensive pre-stressing beds are required and the anchoring of CFRP bars is much more complicated than that of steel. Thus, pre-stressed CFRP high-performance concrete is still not very widely used.
The Empa team has now succeeded in completely dispensing with anchoring on both sides of the concrete element, as the concrete does the work by itself: Thanks to a special formula, the concrete expands as it hardens. As a result of this expansion, the concrete puts the CFRP bars in its interior under tension and thus automatically pre-stresses itself. In their laboratory tests, the researchers were able to show that the self-pre-stressed CFRP concrete elements could bear loads comparable to those that were conventionally pre-stressed – around three times more than a non-pre-stressed CFRP concrete element.
"Our technology opens up completely new possibilities in lightweight construction,” says Wyrzykowski. "Not only can we build more stable structures, we also use considerably less material.” The Empa researcher also envisions completely new ﬁelds of application: "We can easily pre-stress in several directions at the same time, for example for thin concrete slabs or ﬁligree curved concrete shells,” he says, looking to the future. These new applications are now being developed further in cooperation with industry partner BASF.
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