2022
DOI: 10.3390/s22031005
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Verification of Tensile Force Estimation Method for Temporary Steel Rods of FCM Bridges Based on Area of Magnetic Hysteresis Curve Using Embedded Elasto-Magnetic Sensor

Abstract: The free cantilever method (FCM) is a bridge construction method in which the left and right segments are joined in sequence from a pier without using a bottom strut. To support the imbalance of the left and right moments during construction, temporary steel rods, upon which tensile force is applied that cannot be managed after construction, are embedded in the pier. If there is an excessive loss of tensile force applied to the steel rods, the segments can collapse owing to the unbalanced moment, which may cau… Show more

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Cited by 3 publications
(5 citation statements)
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“…E/M sensors are a nondestructive measurement method suitable for monitoring tension members in structures, as their characteristics do not change over time and are highly accurate and reliable [ 13 , 14 , 15 ]. E/M sensors are highly accurate and reliable and have been extensively studied for managing and estimating tension losses in cables and steel rods in structures such as bridges, tunnels, and slopes [ 16 , 17 , 18 ]. However, the existing magnetization structure, the solenoid-type, has limitations in field usability because the coil must be wound by hand in the field.…”
Section: Introductionmentioning
confidence: 99%
“…E/M sensors are a nondestructive measurement method suitable for monitoring tension members in structures, as their characteristics do not change over time and are highly accurate and reliable [ 13 , 14 , 15 ]. E/M sensors are highly accurate and reliable and have been extensively studied for managing and estimating tension losses in cables and steel rods in structures such as bridges, tunnels, and slopes [ 16 , 17 , 18 ]. However, the existing magnetization structure, the solenoid-type, has limitations in field usability because the coil must be wound by hand in the field.…”
Section: Introductionmentioning
confidence: 99%
“…During the construction phase of the bridge using FCM, steel rods with large diameters such as 40 mm or larger are used as prestressed members. Furthermore, there is only one study analyzing the diference in induced voltage signals according to the change in tension between them [18]. However, the relationship between the features of magnetic hysteresis and environmental factors such as temperature was not analyzed theoretically.…”
Section: Introductionmentioning
confidence: 99%
“…In other words, signal changes due to temperature changes during long-term monitoring were not considered though the result of tension estimation using EM sensors had practical accuracy. A few studies have considered the temperature for tension estimation using stress-measurement sensors based on a polynomial ftting method or artifcial intelligence (AI) [12,[18][19][20]. Because the studies were performed under specifc temperature conditions, variations in temperature from a long-term perspective were only partially considered.…”
Section: Introductionmentioning
confidence: 99%
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“…Kim et al [ 13 ] developed an embedded coil-based EM sensor to monitor the tensile force of pre-stressed tendons used in the concrete girders of bridges. Field test results demonstrated success in the linear characteristic of tensile force with the area of the B-H loop.…”
Section: Introductionmentioning
confidence: 99%