This study presents the results of an experimental campaign designed to investigate the out-of-plane resistance of masonry infill walls with thermal insulation strengthened by basalt-fibers. To this aim, three full-scale reinforced concrete frames were constructed and infilled with lightweight masonry units: one reference specimen without external nsulation and two speci-mens with thermal insulation strengthened by basalt-fibers. The same testing protocol was applied to all specimens. In the first stage, cyclic in-plane displacements were imposed to induce controlled damage in the infill panels. Subsequently, a monotonically increasing out-of-plane load was applied in order to assess the enhancement in load-bearing capacity provided by the reinforced in-sulation system. Results shows that the in-plane behaviour of the strengthened specimens is comparable to that of the reference frame. However, a significant improvement in out-of-plane resistance was observed for the specimens with thermal insulation strengthened by basalt fibers, confirming the beneficial contribution of the tested system under out-of-plane loading conditions.

Experimental assessment of the out-of-plane resistance of masonry infill walls with basalt-fiber-reinforced thermal insulation

Lorenzo Hofer;Flora Faleschini;Carlo Pellegrino
2026

Abstract

This study presents the results of an experimental campaign designed to investigate the out-of-plane resistance of masonry infill walls with thermal insulation strengthened by basalt-fibers. To this aim, three full-scale reinforced concrete frames were constructed and infilled with lightweight masonry units: one reference specimen without external nsulation and two speci-mens with thermal insulation strengthened by basalt-fibers. The same testing protocol was applied to all specimens. In the first stage, cyclic in-plane displacements were imposed to induce controlled damage in the infill panels. Subsequently, a monotonically increasing out-of-plane load was applied in order to assess the enhancement in load-bearing capacity provided by the reinforced in-sulation system. Results shows that the in-plane behaviour of the strengthened specimens is comparable to that of the reference frame. However, a significant improvement in out-of-plane resistance was observed for the specimens with thermal insulation strengthened by basalt fibers, confirming the beneficial contribution of the tested system under out-of-plane loading conditions.
2026
Proceedings of the “Italian Concrete Conference 2026”
Italian Concrete Conference 2026
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11577/3612599
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