Analysis and Back-Analysis for Temperature Field of Concrete Arch Dam During Construction Period Based on Temperature Data Measured by DTS

被引:31
|
作者
Su, Huaizhi [1 ,2 ]
Li, Jinyou [3 ]
Hu, Jiang [3 ]
Wen, Zhiping [4 ]
机构
[1] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Jiangsu, Peoples R China
[3] Natl Engn Res Ctr Water Resources Efficient Utili, Nanjing 210098, Jiangsu, Peoples R China
[4] Nanjing Inst Technol, Dept Comp Engn, Nanjing 211167, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Arch dam; inverse problems; optical fiber sensors; safety; temperature measurement;
D O I
10.1109/JSEN.2012.2227468
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
Based on the observed temperature information of arch dam, the mathematical and mechanical methods are combined usually with dam engineering theory to capture in real time and evaluate in time the developing status and space-time distribution of arch dam temperature, and implement the back analysis for temperature control measures. It is an important step for dam construction and safe operation. Some methods, namely transient temperature-field simulation, thermodynamic parameters back-calculation, and model correction, are used synthetically to solve the above problem. A method is proposed to back calculate the thermodynamic parameters of arch dam by use of the temperature data obtained by the distributed optical fiber temperature sensor (DTS). A problem is studied to couple the simulated temperature field by finite element method (FEM) and the observed temperature field by the DTS. A method is presented to update dynamically the FEM model on the basis of the observed temperature field. An actual engineering is analyzed by the proposed method. It is shown that the DTS system can implement the real-time observation of concrete arch dam temperature field. According to the observed temperature field by the DTS and the updated numerical simulation model of the temperature field, scientific guidance can be given during the pouring process of the arch dam, and reliable data can be provided to analyze and evaluated arch dam safety.
引用
收藏
页码:1403 / 1412
页数:10
相关论文
共 50 条
  • [21] Temperature rebound influenced by environment temperature analysis of the irrigated area of a high arch concrete dam under constrcution
    Chen, Xunhui
    Huang, Yaoying
    Xu, Bailin
    Liu, Dandan
    Wei, Xiaobin
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV, 2014, 580-583 : 2045 - +
  • [22] Stability analysis of the temperature cracks in Xiaowan arch dam
    Wang WeiMing
    Ding JianXin
    Wang GuoJin
    Zou LiChun
    Chen ShengHong
    SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2011, 54 (03) : 547 - 555
  • [23] Stability analysis of the temperature cracks in Xiaowan arch dam
    WANG WeiMing DING JianXin WANG GuoJin ZOU LiChun CHEN ShengHong State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan ChinaHydroChina Kunming Engineering Corporation Kunming China
    Science China(Technological Sciences), 2011, 54 (03) : 547 - 555
  • [24] Stability analysis of the temperature cracks in Xiaowan arch dam
    WANG WeiMing1
    2HydroChina Kunming Engineering Corporation
    Science China(Technological Sciences), 2011, (03) : 547 - 555
  • [25] Stability analysis of the temperature cracks in Xiaowan arch dam
    WeiMing Wang
    JianXin Ding
    GuoJin Wang
    LiChun Zou
    ShengHong Chen
    Science China Technological Sciences, 2011, 54 : 547 - 555
  • [26] Technology and simulation of temperature field for the integral roller compacted concrete arch dam
    Tsinghua Univ, Beijing, China
    Tuijin Jishu, 3 (1-7):
  • [27] Temperature Field Online Reconstruction for In-Service Concrete Arch Dam Based on Limited Temperature Observation Data Using AdaBoost-ANN Algorithm
    Chen, Zhuoyan
    Zheng, Dongjian
    Li, Jiqiong
    Wu, Xin
    Qiu, Jianchun
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2021, 2021
  • [28] The effect of construction designs on temperature field of a roller compacted concrete dam - a simulation analysis by a finite element method
    Chen, YL
    Wang, CJ
    Li, SY
    Chen, LJ
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2003, 30 (06) : 1153 - 1156
  • [29] Joint back-analysis for dynamic material parameters of concrete dam based on time-frequency domain information
    Fang, Zheng
    Su, Huaizhi
    Wen, Zhiping
    STRUCTURAL CONTROL & HEALTH MONITORING, 2019, 26 (09):
  • [30] Back analysis of seepage field of Ertan high arch dam foundation
    Cui Hao-dong
    Zhu Yue-ming
    ROCK AND SOIL MECHANICS, 2009, 30 (10) : 3194 - 3199