• Composites Research
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• v.34 no.6
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• pp.387-393
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• 2021

This paper investigated the electrical properties of multiwall carbon nanotube reinforced polydimethylsiloxane (CNT-PDMS) strain sensors with copper electrodes on the wet-etched surface. MWCNT-PDMS strain sensors were fabricated according to the wt% of MWCNT. Surfaces on the electrode area were wet-etched with various etching duration and silver epoxy adhesives were spread on the wet-etched surface. Finally, we attached the copper electrodes to the MWCNT-PMDS strain sensors. We checked the electric conductivities by the two-probe method and sensing characteristics under the cyclic loading. We observed the electric conductivity of MWCNT-PDMS strain sensors increased sharply and the scattering of the measured data decreased when the surface of the electrode area was wet-etched. Initial resistances of MWCNT-PDMS strain sensors were inversely proportion to wt% of MWCNT and the etching duration. However, the resistance changing rates under 30% strain increased as wt% of MWCNT and the etching duration increased. Decreasing rate of the electric resistance change after 100 repetitions was smaller when wt% of MWCNT was larger and the etching duration was short. This was due to the low initial resistance of the MWCNT-PMDS strain sensors by the wet-etching.

• Journal of Korean Society of Steel Construction
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• v.18 no.4
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• pp.503-514
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• 2006

FBG sensors are capable of measuring the strain of structures easily and more durably than electric resistance gauges. Thus, many researches are dedicated to the application for the response monitoring or non-destructive evaluation of structures using FBG sensors. Additionally, the measured strains at the top and bottom of a cross-section can be transformed into the curvature of the section, which can be used to calculate its vertical displacement. Hence, this study aims to measure the dynamic strain signals of a steel section simply supported beam and to estimate the dynamic displacement from the strain signals, after which the estimated displacement is com pared with the measured displacement. The dynamic characteristics (natural frequency, damping ratio and mode shape) of the beam are predicted from both the estimated and measured displacement signals, and from the strain time history of the FBG sensors. The predicted properties are compared with those of an analytical model of the beam. The estimated displacement. However, the predicted dynamic properties from both the estimated displacements and the measured strains are well-correlated with those from the measured displacement. It is therefore appreciated that the estimation of the dynamic properties of FBG sensor signals is reasonable. Especially, the strain signal of the FBG sensor was amplified at a higher-frequency region in comparison with the displacement estimation with higher-mode properties.

• Journal of Korean Association for Spatial Structures
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• v.8 no.6
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• pp.95-100
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• 2008

The object of this paper is to verify possible to monitor the deformation of cable in the tensegrity structure. Also, always monitoring system of tensegrity structure using Fiber Bragg Grating Sensor is described. We carry out experiments with measuring deformation of cable in the tensegrity structure based on loading conditions. In the result of experiment, the Fiber Bragg Grating Sensors shows accurate response to the loading conditions. Therefore, we can make sure the possibility of Fiber Bragg Grating Sensor in health monitoring of the cable structure like tensegrity structure.

• Proceedings of the Materials Research Society of Korea Conference
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• 2012.05a
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• pp.91.1-91.1
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• 2012

그래핀의 우수한 기계적 물성에 관한 연구가 보고된 이후 그래핀의 기계적 특성을 이용한 다양한 어플리케이션에 관한 연구가 진행되고 있다. 기계적 특성을 이용한 다양한 어플리케이션 중 가장 대표적인 것은 발생한 스트레인을 측정하는 스트레인 게이지일 것이다. 때문에 본 연구에서는 다양한 기계적 활용 방안 중 스트레인 게이지를 목표로 그래핀을 이용한 스트레인 게이지의 가능성에 관한 실험을 진행하였다. 먼저 그래핀 내에서의 Piezo-resistive 효과에 관한 기초 테스트를 진행을 통해 그래핀의 gauge factor 수치가 2.5가량이 나옴을 확인하였다. 이 때 사용된 그래핀의 경우 Ni 촉매층을 이용하여 CVD 장비를 이용하여 사용되었고 7%의 투과도를 보였다. 추가적으로 이 같은 그래핀의 Piezo-resistive 특성을 이용하여 우리는 두 종류의 변형률 센서를 제작하였다. 한 가지는 기존의 단일 게이지의 경우 미리 지정된 방향의 변형률 정도만을 측정할 수 있다는 단점을 극복하기 위한 rosette 형태의 스트레인 게이지를 제작함으로써 변형률 뿐만 아니라 표면에서 발생하는 주변형률의 방향을 측정할 수 있었다. 또한 제작된 스트레인 센서를 장갑위에 부착 함으로써 다가올 입는 형태의 전사소자에 응용이 가능한 모양의 변형률 센서 제작에 성공하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.3 s.55
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• pp.101-109
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• 2009

An algorithm is proposed for estimating dynamic displacements of a bridge by using FBG sensors and by superposing some measurable low modes. Modal displacements are obtained from the beam theory and the generalized coordinates are deduced from the strains measured by FBG sensors. By considering flexural and torsional modes occurred in bridges only as flexural modes of a simply supported beam by separating a bridge into multiple girders or parts, the proposed algorithm can be applied to various types of bridges. Guidelines are provided theoretically for determining the number of modes and the number of strain gages to be used. The proposed algorithm has been examined through simulation studies on various types of bridges, laboratory experiments on a model bridge, and field tests on a simple span PC Box girder bridge. Through the simulation study, the effects of the error in the vibration modes and measurement noise on estimating the dynamic displacements are analyzed.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.700-703
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• 2010

일반적으로 구조부재의 안전성 평가는 계측된 센서의 변형률로부터 부재의 최대응력 또는 부재력 수준을 결정하고 설계기준에 의한 부재의 허용응력 또는 설계 강도와의 비교에 의해서 이루어진다. 그러나 이러한 설계기준은 건물의 설계단계에서 미리 가정된 하중 및 부재의 강도에 대한 여러 확률분포 또는 안전율을 반영하여 작성된 것으로 실질적으로 센서로부터 측정한 데이터를 직접 설계기준에 반영하는 것은 합리적이지 못하다. 본 연구에서는 실제 센서로부터 측정되는 변형률을 이용하여 합리적으로 구조부재의 안전성 평가를 수행하기 위한 방법을 모색하고자 한다. 설계기준을 고려한 변형률 제한치, 저감계수가 도입되었으며 이에 추가적으로 센서와 관련한 계수를 도입하여 구조부재의 안전성 평가를 위한 방향을 제시한다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.31 no.6
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• pp.30-35
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• 2003

In this paper, the transverse strain was measured using polarization maintaining fiber Bragg grating(PMFBG) sensor. PMFBG sensor was fabricated using phase mask and Excidmer laser. The reflected wavelength of PMFBG sensor had dual peaks due to intrinsic birefringence. To find the polarization axes, peak sensitivity was measured under compression test. The signal characteristics of PMFBG sensor were also examined in embedding condition. The embedded PMFBG sensor in epoxy block was loaded for the transverse strain measurement, The wavelength-swept fiber laser(WSFL) was used to construct the PMFBG sensor system. Experiments showed that the PMFBG sensor could successfully measure the transverse strain.

• Computational Structural Engineering
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• v.27 no.2
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• pp.41-46
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• 2014

• Journal of Korean Association for Spatial Structures
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• v.7 no.6
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• pp.12-19
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• 2007

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.36 no.1
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• pp.57-61
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• 2008

A tensile-strain measurement method is proposed based on Depolarized Guided Acoustic-wave Brillouin Scattering (DGAWBS). The effect of tensile-strain applied to an optical fiber is investigated experimentally, observing that the resonance spectrum increases the measurement accuracy of DGAWBS at the TR25 mode. This paper presents a simple structure as tensile-strain sensor using two analyzers after sensing fiber.