Influence of bond properties on the tensile behaviour of Textile Reinforced Concrete

By J. Hartig, U. Häussler‐Combe, K. Schicktanz. 2008

160 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.

Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures (2014, background): “The typical stress–strain behavior of a FRCM is a tri-linear curve, with a first phase that increases linearly according to the Young’s modulus of the mortar, a second phase where the cracks in the mortar start to grow, and a last phase in which the mortar is fully cracked and the curve assumes the ”
Experimental analysis on bond between PBO-FRCM strengthening materials and concrete (2013, background): “The bond stress transfer between the FRCM materials and the concrete is a very complex phenomenon involving: (a) the bond between single fibers and matrix [3,4,7,20,21]; (b) the matrix penetration into rovings and the capacity of wetting single filaments [3,4,7,20,22–25]; (c) the bond between the ex”
Matrix–fiber bond behavior in PBO FRCM composites: A fracture mechanics approach (2014, methodology): “In fact, the strain of the fiber filaments varies within the fiber bundle, and strain gauge readings are averaged across the bundle [3,13].”