Fibre-Concrete Tubes in Pure Shear Mode

Lukáš Kadlec; Václav Ráček; Vladimír Křístek; Jan L. Vítek

doi:10.4028/www.scientific.net/AMR.1106.144

Paper Titles

Analytical Description of Punching-Shear Resistance of Concrete Specimens Subjected to close Blast
p.128

Theoretical and Experimental Research of a Frame Structure with Articulated Joints
p.132

Testing the Long-Term Flexural Behaviour of FRC with Synthetic Fibres
p.136

Experimental Analysis of Reinforcement Corrosion on Bond Behaviour
p.140

Fibre-Concrete Tubes in Pure Shear Mode
p.144

Monitoring the Degradation of UHPC Boards with Textiles Armatures
p.148

Precast Floor Plates from Lightweight Concrete
p.152

Production and Properties of Functionally Graded UHPFRC Beams
p.156

High-Performance Concrete for Thin-Walled Members
p.160

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1106Fibre-Concrete Tubes in Pure Shear Mode

Fibre-Concrete Tubes in Pure Shear Mode

Abstract:

Fibre-concrete is rapidly developing material, which becomes more widely often used. Strong feature of fibre-concrete is its ability of carrying stress after reaching the ultimate strength. In order to fully understand this material it is necessary to observe its performance in different types of failure. The aim was to create experiment in which the conditions of pure torsion are realized without accompanying by other stress. During testing there will be observed not only the ultimate strength, but also the torque-twist diagram and stress variation on the descending post-peak curve. Experiment of this new character will give results of great importance and will contribute to full understanding of performance of material fibre-concrete.