A 3D discrete FEM iterative algorithm for solving the water pipe cooling problems of massive concrete structures

被引:20
作者
Cheng, Jing [1 ]
Li, T. C. [1 ]
Liu, Xiaoqing [1 ]
Zhao, L. H. [1 ]
机构
[1] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Jiangsu, Peoples R China
关键词
numerical methods; iterative algorithm; water pipe cooling; transient heat transfer; thermal stress; TEMPERATURE-FIELD; CONSTRUCTION; DAMS; PIM; SIMULATION; HEAT;
D O I
10.1002/nag.2409
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Water pipe cooling has been widely used for the temperature control and crack prevention of massive concrete structures such as high dams. Because both under-cooling and over-cooling may reduce the efficiency of crack prevention, or even lead to great harm to structures, we need an accurate and robust numerical tool for the prediction of cooling effect. Here, a 3D discrete FEM Iterative Algorithm is introduced, which can simulate the concrete temperature gradient near the pipes, as well as the water temperature rising along the pipes. On the basis of the heat balance between water and concrete, the whole temperature field of the problem can be computed exactly within a few iteration steps. Providing the pipe meshing tool for building the FE model, this algorithm can take account of the water pipe distribution, the variation of water flow, water temperature, and other factors, while the traditional equivalent algorithm based on semi-theoretical solutions can only solve problems with constant water flow and water temperature. The validation and convergence are proved by comparing the simulated results and analytical solutions of two standard second-stage cooling problems. Then, a practical concrete block with different cooling schemes is analyzed and the influences of cooling factors are investigated. In the end, detailed guidance for pipe system optimization is provided. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:487 / 508
页数:22
相关论文
共 24 条
[1]  
[Anonymous], [No title captured]
[2]  
Bazant Z.P., 1978, Materiaux et Constructions, V11, P424, DOI [10.1007/BF02475116, DOI 10.1007/BF02475116]
[3]  
Bazant ZP, 1997, J ENG MECH-ASCE, V123, P350
[4]   Cracking Tendency of Bridge Deck Concrete [J].
Byard, Benjamin E. ;
Schindler, Anton K. ;
Barnes, Robert W. ;
Rao, Akash .
TRANSPORTATION RESEARCH RECORD, 2010, (2164) :122-131
[5]   The effect of construction designs on temperature field of a roller compacted concrete dam - a simulation analysis by a finite element method [J].
Chen, YL ;
Wang, CJ ;
Li, SY ;
Chen, LJ .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2003, 30 (06) :1153-1156
[6]   Certified solutions for hydraulic structures using the node-based smoothed point interpolation method (NS-PIM) [J].
Cheng, J. ;
Chang, X. L. ;
Wu, S. C. ;
Zhang, G. Y. .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2010, 34 (15) :1560-1585
[7]   ES-PIM with Cell Death and Birth Technique for Simulating Heat Transfer in Concrete Dam Construction Process [J].
Cheng, Jing ;
Liu, G. R. ;
Li, Tong-Chun ;
Wu, Sheng-Chuan ;
Zhang, Gui-Yong .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2012, 138 (01) :133-142
[8]  
Holman J.P., 1986, Heat Transfer, Vsixth
[9]   Temperature Control Measures Optimization of RCC Gravity Dam [J].
Huang, Shuping ;
Fu, Jianyun ;
Li, Yancai .
VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT II, PTS 1-3, 2012, 226-228 :1153-1156
[10]   Thermal analysis of hydration heat in concrete structures with pipe-cooling system [J].
Kim, JK ;
Kim, KH ;
Yang, JK .
COMPUTERS & STRUCTURES, 2001, 79 (02) :163-171