<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The thrust of basalt fibre (BFRP) tendons will result in narrower transverse crack spacing, decreased load transfer capacity of transverse cracks and voids at the bottom of the slab, which will lead to thrust failure. The thesis uses the finite element analysis method to analyse the material characteristics of BFRP tendons. At the same time, the article determines the critical load position corresponding to the tensile stress of concrete and BFRP tendons, and analyses the influence of voids, crack spacing and other factors on the load stress of concrete and BFRP tendons. The study results found that continuously reinforced concrete and asphalt overlay composite design can reduce cracks.</p>
</abstract>

The thrust of basalt fibre (BFRP) tendons will result in narrower transverse crack spacing, decreased load transfer capacity of transverse cracks and voids at the bottom of the slab, which will lead to thrust failure. The thesis uses the finite element analysis method to analyse the material characteristics of BFRP tendons. At the same time, the article determines the critical load position corresponding to the tensile stress of concrete and BFRP tendons, and analyses the influence of voids, crack spacing and other factors on the load stress of concrete and BFRP tendons. The study results found that continuously reinforced concrete and asphalt overlay composite design can reduce cracks.

Basalt fibre continuous reinforcement composite pavement reinforcement design based on finite element model

Applied Mathematics and Nonlinear Sciences

This work is licensed under the Creative Commons Attribution 4.0 International License.

The thrust of basalt fibre (BFRP) tendons will result in narrower transverse crack spacing, decreased load transfer capacity of transverse cracks and voids at...

Basalt fibre continuous reinforcement composite pavement reinforcement design based on finite element model

Pubblicato online: 15 dic 2021

Pagine: -

Ricevuto: 16 giu 2021

Accettato: 24 set 2021

DOI: https://doi.org/10.2478/amns.2021.1.00105

Parole chiave
composite pavement, basalt fibre, reinforcement design, cracks, finite element model

© 2021 Yuhu Luo et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Basalt fibre continuous reinforcement composite pavement reinforcement design based on finite element model

Pubblicato online: 15 dic 2021

Pagine: -

Ricevuto: 16 giu 2021

Accettato: 24 set 2021

DOI: https://doi.org/10.2478/amns.2021.1.00105

Parole chiavecomposite pavement, basalt fibre, reinforcement design, cracks, finite element model

© 2021 Yuhu Luo et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
composite pavement, basalt fibre, reinforcement design, cracks, finite element model