Experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures

To study the influence of basalt fibers on the viscoelastic mechanical properties of asphalt concrete (AC) mixtures, unconfined compressive dynamic modulus tests were performed on styrene–butadiene–styrene (SBS)-modified AC mixtures reinforced with various contents of basalt fibers ranging from 0.2...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Zhang Yongjun, Luo Wenbo, Liu Xiu
Formato:	article
Lenguaje:	EN
Publicado:	De Gruyter 2021
Materias:	basalt-fiber-reinforced asphalt mixture dynamic modulus phase angle Materials of engineering and construction. Mechanics of materials TA401-492
Acceso en línea:	https://doaj.org/article/0b500bfce8a34f50bc7acf21c916896a
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:0b500bfce8a34f50bc7acf21c916896a
record_format	dspace
spelling	oai:doaj.org-article:0b500bfce8a34f50bc7acf21c916896a2021-12-05T14:11:03ZExperimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures2191-035910.1515/secm-2021-0047https://doaj.org/article/0b500bfce8a34f50bc7acf21c916896a2021-09-01T00:00:00Zhttps://doi.org/10.1515/secm-2021-0047https://doaj.org/toc/2191-0359To study the influence of basalt fibers on the viscoelastic mechanical properties of asphalt concrete (AC) mixtures, unconfined compressive dynamic modulus tests were performed on styrene–butadiene–styrene (SBS)-modified AC mixtures reinforced with various contents of basalt fibers ranging from 0.2 to 0.5% by weight at five temperatures and six load frequencies, and the dynamic moduli and phase angles of the mixtures were measured. Compared with the test results of the control mixture (with no basalt fibers), the data show that the high-temperature dynamic modulus of the mixtures initially increases and subsequently decreases with increasing fiber content and reaches its maximum value when the basalt fiber content is 0.3%, while the low-temperature dynamic modulus decreases monotonically with increasing fiber content. Furthermore, the phase angle of the mixtures initially decreases and later increases with increasing fiber content and reaches its minimum value when the basalt fiber content is 0.3%. These behaviors indicate that the addition of basalt fiber improves the high-temperature rutting resistance and low-temperature cracking resistance of the SBS-modified AC mixtures. In addition, the results of the wheel rut test exhibit a good correlation with the results of the dynamic modulus test, revealing the reliability of the dynamic modulus test for evaluating the high-temperature rutting resistance of basalt-fiber-reinforced AC mixtures.Zhang YongjunLuo WenboLiu XiuDe Gruyterarticlebasalt-fiber-reinforced asphalt mixturedynamic modulusphase angleMaterials of engineering and construction. Mechanics of materialsTA401-492ENScience and Engineering of Composite Materials, Vol 28, Iss 1, Pp 489-498 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	basalt-fiber-reinforced asphalt mixture dynamic modulus phase angle Materials of engineering and construction. Mechanics of materials TA401-492
spellingShingle	basalt-fiber-reinforced asphalt mixture dynamic modulus phase angle Materials of engineering and construction. Mechanics of materials TA401-492 Zhang Yongjun Luo Wenbo Liu Xiu Experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures
description	To study the influence of basalt fibers on the viscoelastic mechanical properties of asphalt concrete (AC) mixtures, unconfined compressive dynamic modulus tests were performed on styrene–butadiene–styrene (SBS)-modified AC mixtures reinforced with various contents of basalt fibers ranging from 0.2 to 0.5% by weight at five temperatures and six load frequencies, and the dynamic moduli and phase angles of the mixtures were measured. Compared with the test results of the control mixture (with no basalt fibers), the data show that the high-temperature dynamic modulus of the mixtures initially increases and subsequently decreases with increasing fiber content and reaches its maximum value when the basalt fiber content is 0.3%, while the low-temperature dynamic modulus decreases monotonically with increasing fiber content. Furthermore, the phase angle of the mixtures initially decreases and later increases with increasing fiber content and reaches its minimum value when the basalt fiber content is 0.3%. These behaviors indicate that the addition of basalt fiber improves the high-temperature rutting resistance and low-temperature cracking resistance of the SBS-modified AC mixtures. In addition, the results of the wheel rut test exhibit a good correlation with the results of the dynamic modulus test, revealing the reliability of the dynamic modulus test for evaluating the high-temperature rutting resistance of basalt-fiber-reinforced AC mixtures.
format	article
author	Zhang Yongjun Luo Wenbo Liu Xiu
author_facet	Zhang Yongjun Luo Wenbo Liu Xiu
author_sort	Zhang Yongjun
title	Experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures
title_short	Experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures
title_full	Experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures
title_fullStr	Experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures
title_full_unstemmed	Experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures
title_sort	experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures
publisher	De Gruyter
publishDate	2021
url	https://doaj.org/article/0b500bfce8a34f50bc7acf21c916896a
work_keys_str_mv	AT zhangyongjun experimentalstudiesonthedynamicviscoelasticpropertiesofbasaltfiberreinforcedasphaltmixtures AT luowenbo experimentalstudiesonthedynamicviscoelasticpropertiesofbasaltfiberreinforcedasphaltmixtures AT liuxiu experimentalstudiesonthedynamicviscoelasticpropertiesofbasaltfiberreinforcedasphaltmixtures
_version_	1718371400604975104

Experimental studies on the dynamic viscoelastic properties of basalt fiber-reinforced asphalt mixtures

Ejemplares similares