Experimental investigation on the dynamic behaviors of UHPFRC after exposure to high temperature

Yang, Y; Wu, C; Liu, Z; Liang, X; Xu, S

Experimental investigation on the dynamic behaviors of UHPFRC after exposure to high temperature

Yang, Y Wu, C

Liu, Z Liang, X Xu, S

Permalink

Publication Type:: Journal Article
Citation:: Construction and Building Materials, 2019, 227
Issue Date:: 2019-12-10

Closed Access

	Filename	Description	Size
	1-s2.0-S0950061819320951-main.pdf	Published Version	4.06 MB	Adobe PDF	View/Open

Copyright Clearance Process

Recently Added
In Progress
Closed Access

This item is closed access and not available.

Full metadata record

Field	Value	Language
dc.contributor.author	Yang, Y	en_US
dc.contributor.author	Wu, C https://orcid.org/0000-0001-6786-7934	en_US
dc.contributor.author	Liu, Z	en_US
dc.contributor.author	Liang, X	en_US
dc.contributor.author	Xu, S	en_US
dc.date.accessioned	2020-03-24T21:45:09Z
dc.date.available	2020-03-24T21:45:09Z
dc.date.issued	2019-12-10	en_US
dc.identifier.citation	Construction and Building Materials, 2019, 227	en_US
dc.identifier.issn	0950-0618	en_US
dc.identifier.uri	http://hdl.handle.net/10453/139512
dc.description.abstract	© 2019 Elsevier Ltd Split Hopkinson pressure bar (SHPB) tests were conducted to experimentally study the dynamic behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC) after being first exposed to elevated temperatures, followed by cooling. The dynamic stress–strain relationships were measured as key parameters to study the effects of high temperature on the dynamic behaviors of fire-damaged UHPFRC. In addition, dynamic increase factor (DIF) values for the dynamic compressive strength were generated. It was found that the strength of UHPFRC increased with the increase in strain rates with high temperatures. A significant difference in the dynamic compressive strength was found under two different temperature scenarios, i.e., elevated temperatures and cooling. Scanning electron microscopy (SEM) analysis was conducted to understand the macroscopic failure phenomenon, element composition and concrete hydration process. The results provide a basis for assessing the impact resistance and anti-collapse resistance of fire-damaged UHPFRC structures.	en_US
dc.relation	http://purl.org/au-research/grants/arc/DP160104661
dc.relation.ispartof	Construction and Building Materials	en_US
dc.relation.isbasedon	10.1016/j.conbuildmat.2019.116679	en_US
dc.subject.classification	Building & Construction	en_US
dc.title	Experimental investigation on the dynamic behaviors of UHPFRC after exposure to high temperature	en_US
dc.type	Journal Article
utslib.citation.volume	227	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	1202 Building	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access
pubs.publication-status	Published	en_US
pubs.volume	227	en_US

Abstract:

© 2019 Elsevier Ltd Split Hopkinson pressure bar (SHPB) tests were conducted to experimentally study the dynamic behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC) after being first exposed to elevated temperatures, followed by cooling. The dynamic stress–strain relationships were measured as key parameters to study the effects of high temperature on the dynamic behaviors of fire-damaged UHPFRC. In addition, dynamic increase factor (DIF) values for the dynamic compressive strength were generated. It was found that the strength of UHPFRC increased with the increase in strain rates with high temperatures. A significant difference in the dynamic compressive strength was found under two different temperature scenarios, i.e., elevated temperatures and cooling. Scanning electron microscopy (SEM) analysis was conducted to understand the macroscopic failure phenomenon, element composition and concrete hydration process. The results provide a basis for assessing the impact resistance and anti-collapse resistance of fire-damaged UHPFRC structures.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/139512