Study on Temperature Field Massive Concrete in Early Age Based on Temperature Influence Factor
In order to solve the problem of insufficient accuracy of early temperature field caused by the change of hydration rate under different temperatures, the theoretical formula of finite element calculation based on temperature influence factor is put forward and then the theory is tested. On this bas...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8878974 |
id |
doaj-a1fd9184807a4a489a7eab57fce6b922 |
---|---|
record_format |
Article |
spelling |
doaj-a1fd9184807a4a489a7eab57fce6b9222020-11-25T03:56:34ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88789748878974Study on Temperature Field Massive Concrete in Early Age Based on Temperature Influence FactorMin Zhang0Xianhua Yao1Junfeng Guan2Lielie Li3School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaSchool of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaSchool of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaSchool of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaIn order to solve the problem of insufficient accuracy of early temperature field caused by the change of hydration rate under different temperatures, the theoretical formula of finite element calculation based on temperature influence factor is put forward and then the theory is tested. On this basis of this theory, the early temperature field of a RCC dam is numerically simulated and the variation law of concrete hydration rate under different temperatures is studied. The numerical simulation results are compared with the results without considering the temperature effect and the measured temperature data. The results show that the theoretical results are in agreement with the measured temperature data, and the accuracy and applicability of the theoretical formula are proved.http://dx.doi.org/10.1155/2020/8878974 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Min Zhang Xianhua Yao Junfeng Guan Lielie Li |
spellingShingle |
Min Zhang Xianhua Yao Junfeng Guan Lielie Li Study on Temperature Field Massive Concrete in Early Age Based on Temperature Influence Factor Advances in Civil Engineering |
author_facet |
Min Zhang Xianhua Yao Junfeng Guan Lielie Li |
author_sort |
Min Zhang |
title |
Study on Temperature Field Massive Concrete in Early Age Based on Temperature Influence Factor |
title_short |
Study on Temperature Field Massive Concrete in Early Age Based on Temperature Influence Factor |
title_full |
Study on Temperature Field Massive Concrete in Early Age Based on Temperature Influence Factor |
title_fullStr |
Study on Temperature Field Massive Concrete in Early Age Based on Temperature Influence Factor |
title_full_unstemmed |
Study on Temperature Field Massive Concrete in Early Age Based on Temperature Influence Factor |
title_sort |
study on temperature field massive concrete in early age based on temperature influence factor |
publisher |
Hindawi Limited |
series |
Advances in Civil Engineering |
issn |
1687-8086 1687-8094 |
publishDate |
2020-01-01 |
description |
In order to solve the problem of insufficient accuracy of early temperature field caused by the change of hydration rate under different temperatures, the theoretical formula of finite element calculation based on temperature influence factor is put forward and then the theory is tested. On this basis of this theory, the early temperature field of a RCC dam is numerically simulated and the variation law of concrete hydration rate under different temperatures is studied. The numerical simulation results are compared with the results without considering the temperature effect and the measured temperature data. The results show that the theoretical results are in agreement with the measured temperature data, and the accuracy and applicability of the theoretical formula are proved. |
url |
http://dx.doi.org/10.1155/2020/8878974 |
work_keys_str_mv |
AT minzhang studyontemperaturefieldmassiveconcreteinearlyagebasedontemperatureinfluencefactor AT xianhuayao studyontemperaturefieldmassiveconcreteinearlyagebasedontemperatureinfluencefactor AT junfengguan studyontemperaturefieldmassiveconcreteinearlyagebasedontemperatureinfluencefactor AT lielieli studyontemperaturefieldmassiveconcreteinearlyagebasedontemperatureinfluencefactor |
_version_ |
1715081660926525440 |