|Table of Contents|

Time-dependent analysis and evaluation model of hydration heat temperature fields for concrete box girder layer casting

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2012年02期
Page:
65-69
Research Field:
Publishing date:

Info

Title:
Time-dependent analysis and evaluation model of hydration heat temperature fields for concrete box girder layer casting
Author(s):
WANG Cui-juan HE Shuan-hai ZHANG Gang
Key Laboratory for Old Bridge Detection and Reinforcement Technique of the Ministry of Transportation, Chang'an University, Xi'an 710064, Shaanxi, China
Keywords:
bridge engineering concrete box girder hydration heat temperature control model
PACS:
U448
DOI:
-
Abstract:
Aimed at temperature fields distribution problem of concrete box girders on high piers, based on the minium goal principal, the hydration evaluation model was built, the ANSYS software was adopted to analyze the hydration heat temperature field of concrete pier on mass under the mormal casting and three layers casting conditions, the time-dependent curve of the temperature peak value and the temperature difference peak value were obtained, the comparison was made to the two casting ways, and their optimization performance was evaluated. The results show that the three layers casting way can effectively improve the temperature peak value, but has no obvious influence on temperature difference peak value, the evaluation model can correctly reflect the rationality of casting way, and can give a good judgment for the difference of the temperature peak value and the temperature difference peak value. 3 tabs, 6 figs, 7 refs.

References:

[1] 方 志,汪 剑.大跨预应力混凝土连续箱梁桥日照温差效应[J].中国公路学报,2007,20(1):62-67. FANG Zhi,WANG Jian.Sun light thermal difference effect on long-span PC continuous box girder bridge[J].China Journal of Highway and Transport,2007,20(1):62-67.
[2]郭 健.混凝土斜拉桥主梁的非稳态温度场与应力场分析[J].中国公路学报,2005,18(2):65-68. GUO Jian.Analysis of unsteady temperature gradient and thermal stress field for concrete girder of cable-stayed bridge[J].China Journal of Highway and Transport,2005,18(2):65-68.
[3]张建荣,刘照球.混凝土对流换热系数的风洞实验研究[J].土木工程学报,2006,39(9):39-43. ZHANG Jian-rong,LIU Zhao-qiu.A study on the convective heat transfer coefficient of concrete in wind tunnel experiment[J].China Engineering Journal,2006,39(9):39-43.
[4]张 岗,贺拴海,宋一凡.混凝土箱梁水化热温度损伤安全评价模型研究[J].安全与环境学报,2007,7(4):143-147. ZHANG Gang,HE Shuan-hai,SONG Yi-fan.Safety mode for evaluation hydration heat temperature damage on concrete box bridge[J].Journal of Safety and Environment,2007,7(4):143-147.
[5]张 岗,任 伟,贺拴海,等.箱梁水化热温度场时效模式及时变应力场[J].长安大学学报:自然科学版,2008,28(4):51-56. ZHANG Gang,REN Wei,HE Shuan-hai,et al.Time dependent effect on hydration heat temperature and stress field for concrete box girder[J].Journal of Chang'an University:Natural Science Edition,2008,28(4):51-56.
[6]张 岗,贺拴海,宋一凡.混凝土箱梁水化热温度损伤修正耦合方法[J].交通运输工程学报,2008,8(1):13-17. ZHANG Gang,HE Shuan-hai,SONG Yi-fan.Updating coupling method of hydration heat temperature damage for concrete box girder [J].Journal of Traffic and Transportation Engineering,2008,8(1):54-60.
[7]张 岗,贺拴海.时变对流模式下混凝土厚壁结构内生热场分布[J].长安大学学报:自然科学版,2010,30(2):64-69. ZHANG Gang,HE Shuan-hai.Distribution of hydration heat temperature fields for concrete thick-wall structure exposed to time-dependent convection model[J].Journal of Chang'an University:Natural Science Edition,2010,30(2):64-69.

Memo

Memo:
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Last Update: 2012-04-30