Textile reinforced concrete for strengthening in bending and shear

By A. Brückner, R. Ortlepp, M. Curbach. 2005

320 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Experimental analysis on bond between PBO-FRCM strengthening materials and concrete (2013, background): “[1,6,9,10,14–17] and seismic upgrading [2,18].”
Shear strengthening of reinforced concrete T-beams under cyclic loading with TRM or FRP jackets (2014, methodology): “[5, 6] is the only one so far where TRM has been applied on (monotonically tested simply supported) T-beams, with mechanical anchors used in one of the specimens.”
Performance of RC Slab-Type Elements Strengthened with Fabric-Reinforced Cementitious-Matrix Composites (2014, background): “The first failure mode is not further discussed here as it may result from poor tensile capacity of the concrete substrate facilitated by the presence (congestion) of the longitudinal steel bars (Brückner et al. 2006; Ortlepp et al. 2004, 2006).”
Anchoring of shear strengthening for T-beams made of textile reinforced concrete (TRC) (2008, background): “Nevertheless, the strengthened T-beams achieve, in part, a higher shear-load carrying capacity than the un-strengthened reference test specimens [ 4 ].”