Abstract
Static-cyclic shear load tests and tensile tests on retrofitted masonry walls were conducted at UAS Fribourg for an evaluation of the newly developed retrofitting system, the S&P ARMO-System. This retrofitting system consists of a composite of carbon mesh embedded in a specially adapted high quality spray mortar. It can be applied with established construction techniques using traditional construction materials. The experimental study has shown that masonry walls reinforced by this retrofitting system reach a similar strength and a higher ductility than retrofits by means of bonded carbon fiber reinforced polymer sheets. Hence, the retrofitting system using carbon fiber meshes embedded in a high quality mortar constitutes a good option for static or seismic retrofits or reinforcements for masonry walls. However, the experimental studies also revealed that the mechanical anchorage of carbon mesh may be delicate depending on its design. © 2014 by the authors.
Author supplied keywords
Cite
CITATION STYLE
Bischof, P., & Suter, R. (2014). Retrofitting masonry walls with carbon mesh. Polymers, 6(1), 280–299. https://doi.org/10.3390/polym6020280
Register to see more suggestions
Mendeley helps you to discover research relevant for your work.