Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete

It has been established that the addition of synthetic fibers like polypropylene (PP) to ultra-high performance concrete (UHPC) enhances the latter's thermal spalling resistance. The key for this is the thermal mismatch between embedded fibers and matrix as a result of the expansion of PP fiber...

Full description

Saved in:
Bibliographic Details
Main Authors: Zhang, Dong, Tan, Kang Hai, Dasari, Aravind, Weng, Yiwei
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/161159
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-161159
record_format dspace
spelling sg-ntu-dr.10356-1611592022-08-17T02:39:13Z Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete Zhang, Dong Tan, Kang Hai Dasari, Aravind Weng, Yiwei School of Civil and Environmental Engineering School of Materials Science and Engineering Engineering::Civil engineering Engineering::Materials Natural Fibers Spalling It has been established that the addition of synthetic fibers like polypropylene (PP) to ultra-high performance concrete (UHPC) enhances the latter's thermal spalling resistance. The key for this is the thermal mismatch between embedded fibers and matrix as a result of the expansion of PP fibers with temperature. This paper explores the effect of natural fibers (replacing traditional PP fibers) on compressive strength, hot permeability, and spalling resistance of UHPC. Different dosages (3, 5 and 10 kg/m3) of jute fibers are used for this purpose. The findings are critical as they oppose the mechanism of thermal spalling resistance established for synthetic fibers in UHPC. Natural fibers swell by absorbing water (during the casting of UHPC and during their service life) and shrink upon exposure to warm and high temperatures. The deswelling and shrinkage of natural fibers at high temperatures create spaces between fibers and matrix, which could influence permeability at those temperatures. This suggests that percolation of fibers is critical in the case of jute as opposed to PP fibers. It was found that a dosage of 10 kg/m3 of jute fibers is required for eliminating spalling of UHPC as opposed to 3 kg/m3 for PP fibers. Additionally, preliminary efforts are put in to investigate the short-term durability of the samples and changes in properties of UHPC with jute fibers. Ministry of National Development (MND) National Research Foundation (NRF) This research/work is supported by the Singapore Ministry of National Development and National Research Foundation under L2 NIC, Award No. L2NICCFP1-2013-4. 2022-08-17T02:39:13Z 2022-08-17T02:39:13Z 2020 Journal Article Zhang, D., Tan, K. H., Dasari, A. & Weng, Y. (2020). Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete. Cement and Concrete Composites, 109, 103512-. https://dx.doi.org/10.1016/j.cemconcomp.2020.103512 0958-9465 https://hdl.handle.net/10356/161159 10.1016/j.cemconcomp.2020.103512 2-s2.0-85078677177 109 103512 en L2NICCFP1-2013-4. Cement and Concrete Composites © 2020 Elsevier Ltd. All rights reserved.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
Engineering::Materials
Natural Fibers
Spalling
spellingShingle Engineering::Civil engineering
Engineering::Materials
Natural Fibers
Spalling
Zhang, Dong
Tan, Kang Hai
Dasari, Aravind
Weng, Yiwei
Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete
description It has been established that the addition of synthetic fibers like polypropylene (PP) to ultra-high performance concrete (UHPC) enhances the latter's thermal spalling resistance. The key for this is the thermal mismatch between embedded fibers and matrix as a result of the expansion of PP fibers with temperature. This paper explores the effect of natural fibers (replacing traditional PP fibers) on compressive strength, hot permeability, and spalling resistance of UHPC. Different dosages (3, 5 and 10 kg/m3) of jute fibers are used for this purpose. The findings are critical as they oppose the mechanism of thermal spalling resistance established for synthetic fibers in UHPC. Natural fibers swell by absorbing water (during the casting of UHPC and during their service life) and shrink upon exposure to warm and high temperatures. The deswelling and shrinkage of natural fibers at high temperatures create spaces between fibers and matrix, which could influence permeability at those temperatures. This suggests that percolation of fibers is critical in the case of jute as opposed to PP fibers. It was found that a dosage of 10 kg/m3 of jute fibers is required for eliminating spalling of UHPC as opposed to 3 kg/m3 for PP fibers. Additionally, preliminary efforts are put in to investigate the short-term durability of the samples and changes in properties of UHPC with jute fibers.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Zhang, Dong
Tan, Kang Hai
Dasari, Aravind
Weng, Yiwei
format Article
author Zhang, Dong
Tan, Kang Hai
Dasari, Aravind
Weng, Yiwei
author_sort Zhang, Dong
title Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete
title_short Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete
title_full Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete
title_fullStr Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete
title_full_unstemmed Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete
title_sort effect of natural fibers on thermal spalling resistance of ultra-high performance concrete
publishDate 2022
url https://hdl.handle.net/10356/161159
_version_ 1743119504622223360