Behavior of HPC with Fly Ash after Elevated Temperature
For use in fire resistance calculations, the relevant thermal properties of high-performance concrete (HPC) with fly ash were determined through an experimental study. These properties included compressive strength, cubic compressive strength, cleavage strength, flexural strength, and the ultrasonic...
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Format: | Article |
Language: | English |
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Wiley
2013-01-01
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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2013/478421 |
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author | Huai-Shuai Shang Ting-Hua Yi |
author_facet | Huai-Shuai Shang Ting-Hua Yi |
author_sort | Huai-Shuai Shang |
collection | DOAJ |
description | For use in fire resistance calculations, the relevant thermal properties of high-performance concrete (HPC) with fly ash were determined through an experimental study. These properties included compressive strength, cubic compressive strength, cleavage strength, flexural strength, and the ultrasonic velocity at various temperatures (20, 100, 200, 300, 400 and 500∘C) for high-performance concrete. The effect of temperature on compressive strength, cubic compressive strength, cleavage strength, flexural strength, and the ultrasonic velocity of the high-performance concrete with fly ash was discussed according to the experimental results. The change of surface characteristics with the temperature was observed. It can serve as a reference for the maintenance, design, and the life prediction of high-performance concrete engineering, such as high-rise building, subjected to elevated temperatures. |
format | Article |
id | doaj-art-77306cb979ab4de0b6e067c0cb1dde26 |
institution | Kabale University |
issn | 1687-8434 1687-8442 |
language | English |
publishDate | 2013-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Materials Science and Engineering |
spelling | doaj-art-77306cb979ab4de0b6e067c0cb1dde262025-02-03T01:11:14ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422013-01-01201310.1155/2013/478421478421Behavior of HPC with Fly Ash after Elevated TemperatureHuai-Shuai Shang0Ting-Hua Yi1School of Civil Engineering, Qingdao Technological University, Qingdao 266033, ChinaFaculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116023, ChinaFor use in fire resistance calculations, the relevant thermal properties of high-performance concrete (HPC) with fly ash were determined through an experimental study. These properties included compressive strength, cubic compressive strength, cleavage strength, flexural strength, and the ultrasonic velocity at various temperatures (20, 100, 200, 300, 400 and 500∘C) for high-performance concrete. The effect of temperature on compressive strength, cubic compressive strength, cleavage strength, flexural strength, and the ultrasonic velocity of the high-performance concrete with fly ash was discussed according to the experimental results. The change of surface characteristics with the temperature was observed. It can serve as a reference for the maintenance, design, and the life prediction of high-performance concrete engineering, such as high-rise building, subjected to elevated temperatures.http://dx.doi.org/10.1155/2013/478421 |
spellingShingle | Huai-Shuai Shang Ting-Hua Yi Behavior of HPC with Fly Ash after Elevated Temperature Advances in Materials Science and Engineering |
title | Behavior of HPC with Fly Ash after Elevated Temperature |
title_full | Behavior of HPC with Fly Ash after Elevated Temperature |
title_fullStr | Behavior of HPC with Fly Ash after Elevated Temperature |
title_full_unstemmed | Behavior of HPC with Fly Ash after Elevated Temperature |
title_short | Behavior of HPC with Fly Ash after Elevated Temperature |
title_sort | behavior of hpc with fly ash after elevated temperature |
url | http://dx.doi.org/10.1155/2013/478421 |
work_keys_str_mv | AT huaishuaishang behaviorofhpcwithflyashafterelevatedtemperature AT tinghuayi behaviorofhpcwithflyashafterelevatedtemperature |