<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...

Method	w/mm	/MPaσ_s−max	/MPaσ_c−max
Analytical method ( = 0σ_sh)	0.83	171	2.01 < 2.54
Analytical method ( = 1σ_sh0⁻⁵)	1.1	229	2.69 > 2.54
Finite element ( = 0σ_sh)	0.88	167	2.14 < 2.54

Material	H/cm	E/Pa	α/°C	ν
Concrete	28	2.7 × 10¹⁰	10⁻⁵	0.15
BFRP rib	1.8	4 × 10¹⁰	9 ×10⁻⁶	0.3
Grassroots	20	1.3 × 10³	_	0.25

ds/mm	Ls/cm	ρ/%	w/mm	L/m	/MPa
1σ_s−max4	12	0.46	1.18	2.61	275
16	16	0.45	1.28	2.81	277
12	12	0.34	1.43	3.16	362
14	16	0.34	1.5	3.3	350
16	20	0.36	1.53	3.35	333

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

Publié en ligne: 15 déc. 2021

Pages: -

Reçu: 16 juin 2021

Accepté: 24 sept. 2021

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

Mots clés
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.

Fig. 1

Fig. 2

Fig. 3

Fig. 4

Fig. 5

Fig. 6

Fig. 7

Comparison of analytical method and finite element results

Material parameters of finite element simulation

Comparative analysis of BFRP reinforcement schemes

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

Publié en ligne: 15 déc. 2021

Pages: -

Reçu: 16 juin 2021

Accepté: 24 sept. 2021

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

Mots cléscomposite 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.

Fig. 1

Fig. 2

Fig. 3

Fig. 4

Fig. 5

Fig. 6

Fig. 7

Comparison of analytical method and finite element results

Material parameters of finite element simulation

Comparative analysis of BFRP reinforcement schemes

Mots clés
composite pavement, basalt fibre, reinforcement design, cracks, finite element model