A Sensor-Type PC Strand with an Embedded FBG Sensor for Monitoring Prestress Forces

被引:57
作者
Kim, Sung Tae [1 ]
Park, YoungHwan [1 ]
Park, Sung Yong [1 ]
Cho, Keunhee [1 ]
Cho, Jeong-Rae [1 ]
机构
[1] Korea Inst Construct & Bldg Technol, Div Struct Engn Res, Goyang Si 411712, Gyeonggi Do, South Korea
来源
SENSORS | 2015年 / 15卷 / 01期
关键词
PSC; strand; optical fiber sensor; FBG;
D O I
10.3390/s150101060
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
Prestressed Concrete Wire and Strand (PC) strands are the most used materials to introduce prestress in a Pre-Stressed Concrete (PSC) structure. However, it is difficult to evaluate the final prestress force of the PC strand after prestressing or its residual prestress force after completion of the structure on site. This impossibility to assess eventual loss of prestress of the PC strand has resulted in a number of serious accidents and even in the collapse of several structures. This situation stresses the necessity to maintain the prestress force residual or after prestressing for the evaluation of the health of the concrete structure throughout its lifespan. Recently, several researchers have studied methods enabling one to verify the prestress force by inserting an optical fiber sensor inside the strand but failed to provide simple techniques for the fabrication of these devices to fulfill measurement performance from the design prestress to failure. Moreover, these methods require the additional installation of electrical resistance strain gages, displacement sensors and load cells on the outer surface of the structure for long-term precise measurement. This paper proposes a method enabling one to evaluate precisely and effectively the prestress force of the PC strand and intends to verify the applicability of the proposed method on actual concrete structures. To that end, an innovative PC strand is developed by embedding a Fiber Bragg Grating (FBG) sensor in the core wire of the PC strand so as to enable short term as well as long term monitoring. The measurement performance of the developed strand is then evaluated experimentally and the reliability of the monitoring data is assessed.
引用
收藏
页码:1060 / 1070
页数:11
相关论文
共 12 条
  • [1] Prestress losses evaluation in prestressed concrete prismatic specimens
    Caro, L. A.
    Marti-Vargas, J. R.
    Serna, P.
    [J]. ENGINEERING STRUCTURES, 2013, 48 : 704 - 715
  • [2] De Schutter G., 2013, DAMAGE CONCRETE STRU, P31
  • [3] Kim J.M., 2008, EESK J EARTHQ ENG, V21, P287
  • [4] FBG Sensors Encapsulated into 7-Wire Steel Strand for Tension Monitoring of a Prestressing Tendon
    Kim, Jae-Min
    Kim, Hyun-Woo
    Park, Young-Ha
    Yang, In-Hwan
    Kim, Young-Sang
    [J]. ADVANCES IN STRUCTURAL ENGINEERING, 2012, 15 (06) : 907 - 917
  • [5] Kim S.T., 2014, P 7 EUR WORKSH STRUC
  • [6] Kim T.M., 2011, P KSCE C SOUL KOR 2, P868
  • [7] Monitoring of tension force and load transfer of ground anchor by using optical FBG sensors embedded tendon
    Kim, Young-Sang
    Sung, Hyun-Jong
    Kim, Hyun-Woo
    Kim, Jae-Min
    [J]. SMART STRUCTURES AND SYSTEMS, 2011, 7 (04) : 303 - 317
  • [8] Measuring specific parameters in pretensioned concrete members using a single testing technique
    Marti-Vargas, J. R.
    Garcia-Taengua, E.
    Caro, L. A.
    Serna, P.
    [J]. MEASUREMENT, 2014, 49 : 421 - 432
  • [9] Experimental Technique for Measuring the Long-term Transfer Length in Prestressed Concrete
    Marti-Vargas, J. R.
    Caro, L. A.
    Serna, P.
    [J]. STRAIN, 2013, 49 (02) : 125 - 134
  • [10] COLLAPSE OF YNYS-Y-GWAS BRIDGE, WEST-GLAMORGAN
    WOODWARD, RJ
    WILLIAMS, FW
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 1-DESIGN AND CONSTRUCTION, 1988, 84 : 635 - 669