<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The paper presents the experimental, laboratory determined rheological-dynamic analysis of the properties of fiber reinforced concrete, which was then utilized to show nonlinear analysis of combined system of tunnel support structure. According to the performed experiments and calculations, different processes of destructive behavior of tunnel lining were simulated in combination with elastic and elastic-plastic behavior of materials taking into account the tunnel loading, the interaction between the fiber reinforced concrete and soil, as well as the interaction between the fiber reinforced concrete and the inner lining of the tunnel.</p></abstract>

The paper presents the experimental, laboratory determined rheological-dynamic analysis of the properties of fiber reinforced concrete, which was then utilized to show nonlinear analysis of combined system of tunnel support structure. According to the performed experiments and calculations, different processes of destructive behavior of tunnel lining were simulated in combination with elastic and elastic-plastic behavior of materials taking into account the tunnel loading, the interaction between the fiber reinforced concrete and soil, as well as the interaction between the fiber reinforced concrete and the inner lining of the tunnel.

Numerical modelling of the reinforced concrete influence on a combined system of tunnel support

Faculty of Architecture, Civil Engineering and Geodesy

Selected Scientific Papers - Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

The paper presents the experimental, laboratory determined rheological-dynamic analysis of the properties of fiber reinforced concrete, which was then utilized...

Numerical modelling of the reinforced concrete influence on a combined system of tunnel support

Online veröffentlicht: 29. Dez. 2017

Seitenbereich: 63 - 70

DOI: https://doi.org/10.1515/sspjce-2017-0020

Schlüsselwörter
reinforced concrete, nonlinear analysis, combined system of the tunnel

© 2017 Bojana Grujić et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Numerical modelling of the reinforced concrete influence on a combined system of tunnel support

Online veröffentlicht: 29. Dez. 2017

Seitenbereich: 63 - 70

DOI: https://doi.org/10.1515/sspjce-2017-0020

Schlüsselwörterreinforced concrete, nonlinear analysis, combined system of the tunnel

© 2017 Bojana Grujić et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Schlüsselwörter
reinforced concrete, nonlinear analysis, combined system of the tunnel