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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Main Authors: Huai-Shuai Shang, Ting-Hua Yi
Format: Article
Language:English
Published: Wiley 2013-01-01
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.
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publisher Wiley
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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