|本期目录/Table of Contents|

[1]喻正富,张筱雨,刘来君,等.基于遗传算法的大体积混凝土热力学参数反演分析[J].建筑科学与工程学报,2015,32(05):81-88.
　YU Zheng-fu,ZHANG Xiao-yu,LIU Lai-jun,et al.Inverse Analysis of Mass Concrete Thermal Parameter Based on Genetic Algorithm[J].Journal of Architecture and Civil Engineering,2015,32(05):81-88.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
32卷
期数:
2015年05期
页码:
81-88
栏目:
出版日期:
2015-09-29

文章信息/Info

Title:
Inverse Analysis of Mass Concrete Thermal Parameter Based on Genetic Algorithm
作者:
喻正富，张筱雨，刘来君，陈永瑞
云南普宣高速公路建设指挥部
Author(s):
YU Zheng-fu, ZHANG Xiao-yu, LIU Lai-jun, CHEN Yong-rui
Headquarter of Puxuan Expressway
关键词:
桥梁工程; 大体积混凝土; 温控防裂; 热力学参数; 反演分析; 遗传算法
Keywords:
bridge engineering;  mass concrete;  temperature control and crack prevention;  thermal parameter;  inverse analysis;  genetic algorithm
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为准确快速确定混凝土热力学参数中难以确定的绝热温升、导热系数、表面放热系数及反应速度，以云南普立大桥散索鞍支墩基础大体积混凝土施工实测温度为基础，采用遗传算法进行混凝土热力学参数的反演分析，并根据反演参数建立三维有限元模型预测后续混凝土施工中的温度场，然后通过混凝土内部实测温度及应力验证预测结果。最后依据预测结果，在混凝土浇筑早期采用表面降温，内部布设冷却水管的措施有效减小了内外温差并防止了裂缝产生。结果表明：混凝土内部温度达到峰值时表面拉应力最大值为1.5 MPa，出现表面裂缝的可能性较小；混凝土浇筑3 d后，抗裂指数都在1.5以上，一般不会产生裂缝；基于反演参数的温度场计算值与实测值吻合良好。
Abstract:
In order to accurately and efficiently determine concrete thermal parameters, such as adiabatic temperature rise, the thermal conductivity, the surface heat transfer coefficient and reaction speed, which were difficult to be obtained, the genetic algorithms were applied in inverse analysis of concrete thermal parameters according to the measured temperature during the mass concrete construction in Puli bridge vice cable saddle pier foundation, Yunnan Province. Meanwhile, three-dimensional finite element model was established to predict temperature field in followup concrete construction and verified by the measured temperature and stress. Finally, according to the predicted results, surface cooling and cooling water pipes inside can effectively reduce the temperature difference between inside and outside, and prevent cracks in early stage after concrete pouring. The results show that the surface maximum tensile stress is 1.5 MPa when internal temperature of concrete reaches peak value, that means none possibility of cracks. After concrete pouring 3 d, crack resistance index is greater than 1.5, that indicates few possibility of cracks. The calculation value of temperature field coincides well with the measured value based on the inverse parameters.

参考文献/References:

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备注/Memo

备注/Memo:
更新日期/Last Update: 2015-09-29