The crack analysis in monitoring procedures of Seaport pier concrete constructions

被引:1
|
作者
Jankauskiene, Dainora [1 ,2 ]
Dorosevas, Viktoras [1 ,2 ]
Volkovas, Vitalijus [1 ]
机构
[1] Kaunas Univ Technol, Kaunas, Lithuania
[2] Klaipeda State Univ Appl Sci, Klaipeda, Lithuania
关键词
monitoring system; pier observation; geodetic instruments; crack-gauge; sensors; crack; analysis;
D O I
10.21595/jme.2018.19763
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The geodetic and geotechnical techniques were accepted for monitoring and measurement of unique hydro-technical structures, i.e. of pier stability. The designed monitoring system for pier damage prevention has been realized at the experimental object of Klaipeda State Seaport. Cracks of pier concrete constructions were identified, measured and continuously observed by the application of crack-gauges for experimental measurement. The analysis of the results shows that cracks of chosen locations depend upon meteorological conditions, such as, for example, temperature. It influences the width of cracks in the pier concrete. The relations were obtained according to the created monitoring system of hydro-technical structure which estimates the influence of cracks of pier concrete to the structural damages.
引用
收藏
页码:74 / 80
页数:7
相关论文
共 50 条
  • [1] The Characteristic of Prestressed Concrete Pier Seismic Crack
    Wang, Huili
    Wang, Hong
    Qin, Sifeng
    ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 1628 - +
  • [2] Causes and treatments of quadrate concrete pier's crack
    Fu L.-W.
    Wang J.-F.
    Cheng W.-P.
    Xiang H.-W.
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2010, 44 (09): : 1738 - 1745
  • [3] A Novel Technique for Crack Resistance of Bulk Mass Concrete Pier
    Zhu, H. B.
    Wang, P. M.
    Yan, G. T.
    Wang, C. S.
    Cheng, Y. S.
    Wu, L. M.
    MANUFACTURING SCIENCE AND TECHNOLOGY, PTS 1-8, 2012, 383-390 : 1719 - +
  • [4] Thin crack observation in a reinforced concrete bridge pier test using image processing and analysis
    Yang, Yuan-Sen
    Yang, Chung-Ming
    Huang, Chang-Wei
    ADVANCES IN ENGINEERING SOFTWARE, 2015, 83 : 99 - 108
  • [5] Photogrammetric measurement system for two-dimensional deformation and crack analysis of concrete constructions
    Benning, W
    Lange, J
    Schwermann, R
    Effkemann, C
    Görtz, S
    SENSORS AND MEASURING SYSTEMS 2004, 2004, 1829 : 813 - 817
  • [6] Image analysis for monitoring of crack growth in hydropower concrete structures
    Bernstone, C.
    Heyden, A.
    MEASUREMENT, 2009, 42 (06) : 878 - 893
  • [7] Monitoring and analysis of crack developments in concrete using machine vision
    Kapadia, Harsh K.
    Patel, Paresh V.
    Patel, Jignesh B.
    Journal of Structural Engineering (India), 2022, 49 (03): : 204 - 222
  • [8] Effect of Cement on the Mechanical and Crack Resistance of Railway Bridge Pier Concrete
    Li, Shuming
    Deng, Qingshan
    Xie, Yongjiang
    Liu, Jing
    Zhang, Chi
    Yu, Peiyun
    Journal of Railway Engineering Society, 2024, 41 (07) : 106 - 112
  • [9] Monitoring of concrete constructions by embedded ultrasonic sensors
    Wolf, Julia
    Niederleithinger, Ernst
    Mielentz, Frank
    Grothe, Sven
    Wiggenhauser, Herbert
    BAUTECHNIK, 2014, 91 (11) : 783 - 796
  • [10] Study of Design Procedures for Partially Prestressed Concrete Pier Cap Beam
    You, Qiyong
    MATERIALS PROCESSING TECHNOLOGY II, PTS 1-4, 2012, 538-541 : 1657 - 1659