Pull-out of textile reinforcement in concrete
Journal article, 2014

Textile Reinforced Concrete (TRC) has emerged as a promising novel alternative offering corrosion resistance and both thinner and light-weight structures. Although TRC has been extensively researched, the formalization of experimental methods and design standards is still in progress. The aim of this work was to extract local-bond behaviour from pull-out tests of basalt and carbon TRC and utilize these in both simple (1D) and advanced models (3D) to yield the global structural behaviour. The simulation results from the 1D and 3D models are able to simulate the complex behaviour of TRC with a reasonable level of correlation.

Pull-out tests

Finite-element modelling

Bond-slip

Textile Reinforced Concrete (TRC)

Experimental tests

Author

Natalie Williams Portal

Chalmers, Civil and Environmental Engineering, Structural Engineering

Ignasi Fernandez

Universitat Politecnica de Catalunya

L. N. Thrane

Danish Technological Institute

Karin Lundgren

Chalmers, Civil and Environmental Engineering, Structural Engineering

Construction and Building Materials

0950-0618 (ISSN)

Vol. 71 63-71

Areas of Advance

Building Futures (2010-2018)

Materials Science

Subject Categories (SSIF 2011)

Other Materials Engineering

Other Civil Engineering

DOI

10.1016/j.conbuildmat.2014.08.014

More information

Created

10/7/2017