• Journal of the Korean Recycled Construction Resources Institute
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• v.7 no.3
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• pp.279-286
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• 2019

In this study, an experimental study on the tensile properties of steel fiber-reinforced ultra high strength concrete(UHSC) with a standard compressive strength of 180MPa was performed. Steel fibers with a volume ratio of 1% were mixed to prepare direct tensile strength specimens and prism specimens for the three-point bending test. The fabricated specimens were set up in the middle section of the specimen to induce cracks, and the test was carried out according to each evaluation method. First, the stress-strain curves were analyzed by performing direct tensile strength tests to investigate the behavior characteristics of concrete after cracking. In addition, the load-CMOD curve was obtained through the three-point bending test, and the inverse analysis was performed to evaluate the stress-strain curve. Tensile behavior characteristics of the direct tensile test and the three-point bending test of the indirect test were similar. In addition, the tensile stress-strain curve modeling presented in the SC structural design guidelines was performed, and the comparative analysis of the measured and predicted values was performed. When the material reduction factor of 1.0 was applied, the predicted value was similar to the measured value up to the strain of 0.02, but when the material reduction factor of 0.8 was applied, the predicted value was close to the lower limit of the measured value. In addition, when the strain was greater than 0.02, the predicted value by SC structural design guideline to underestimated the measured value.

• Rubber Technology
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• v.11 no.1
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• pp.12-26
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• 2010

각종 산업제품의 주요 부품으로 사용되고 있는 고무재료는 사용 중 온도변화에 의해 체적 또는 길이 변화를 수반할 수 있어 결과적으로 고무제품의 성능이나 효율이 영향을 받게 된다. 특히 고온에서 고무제품의 치수변화를 제한하거나 일정치수를 강제할 경우 열수축이나 열팽창에 의해 응력이 발생하게 된다. 따라서 온도 변화에 따른 열응력의 측정은 고무제품의 정밀성과 성능을 평가하는 중요한 수단을 제공한다. 본 연구에서는 고무소재의 열응력 측정을 위한 새로운 측정방법을 개발하였고 이와 관련 새로운 시험장치를 설계, 제작하였다. 고무시편에 일정 변형의 인장을 준 상태에서 가열하면 열응력이 발생한다. 이 때의 열응력은 고무분자 사슬들의 운동성에 기인하며 배향된 고무분자 사슬들이 열역학적으로 랜덤 사슬형태로 돌아가려는 엔트로피적 힘이다. 따라서 온도가 높을수록 그 수축력은 증가하게 된다. 또한 고무분자 사슬의 사전 변형이 증가하면 그 열응력은 증가한다. 이때 열응력은 측정시간이 지남에 따라 최대치에 도달한 후 완화되며 그 완화속도는 설정온도에 의해 영향을 받는다. 여기서는 온도변화에 따른 고무시편의 열응력 측정결과를 소개하고, 고무분자 사슬의 엔트로피 변화와 점탄성적 흐름, 그리고 가열에 따른 고무 시편의 팽창 또는 수축이 열응력에 미치는 영향 등을 논의하였다. 특히 천연고무와 SBR 고무시편의 열응력 차이를 분자사슬의 운동과 연관하여 검토하였고, 가교밀도와 가교시스템이 각각 다른 고무시편에 대해 열응력 발생과에 따른 상관관계를 고찰하였다. 또한 시편의 형태와 두께가 열응력 발생에 미치는 영향도 검토하였다. 충전 배합고무의 경우 열응력에 영향을 미치는 인자로 고무분자 사슬의 운동성과 가교밀도 외에 고무재료와 충전제 사이의 물리 화학적 상호작용도 매우 중요한 요소가 된다. 배합고무에서 충전제의 영향을 검토하기 위해 실리카와 카본블랙을 선택하였고 배합고무의 열응력을 각각 측정하여 이들의 보강효과가 열응력에 미치는 영향에 대해 논하였다.

• Proceedings of the KIEE Conference
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• 2008.10b
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• pp.437-438
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• 2008

본 논문은 유선 타블렛에서 공진 회로가 적용된 펜의 위치를 알 수 있는 좌표측정 방법을 소개한다. 현재 연구하고 있는 유선 타블렛은 공진회로가 적용된 펜과 루프코일에 라인안테나가 적용된 패드를 사용한다. 공진회로가 적응된 펜을 패드 위에 놓게 되면, 전자기 유도 현상에 의해 발생된 전류를 측정하여 현재 펜의 위치를 알 수 있다. 루프코일에 라인안테나를 설치하면 이를 Differential coil이라고 부르는데 루프 안테나와 라인 안테나 사이에 흐리는 전류를 알 수 있다. 이때 라인안테나를 기준으로 펜의 위치에 따라서 전류량도 변화하며, 또한 라인 안테나를 기준으로 왼쪽과 오른쪽의 전류의 극성이 다르다. 루프회로에 라인안테나를 겹쳐 놓은 형태인 타블렛의 패드는 라인안테나를 순차적으로 변경해 가면서 공진 회로가 적용된 펜에 의해 전자기 유도 현상에 의해 발생된 전류를 측정하게 되며, 이 측정된 값들을 비교하여 좌표를 알아낼 수 있다. 하지만 그 전류의 변화는 아주 적어 직접적인 신호로는 좌표를 알아낼 수 없다. 그래서 우리는 차등증폭을 이용하여 신호를 증폭시켜 신호를 변형한다. 이 변형된 신호를 이용하여 각 라인안테나에서 측정된 전류세기로 좌표를 알아낸다. 이런 연구에서는 전자기 유도현상에 의해 발생된 전류의 세기를 이용해 실제 윈도우 프로그램에서 펜의 위치를 알 수 있는 방법을 찾고, 구현된 모습을 보여준다.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2017.05a
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• pp.310-319
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• 2017

This paper introduces the method how to measure the thrust in impulse facility. In a Facility having such a short duration time of steady flow, there's no time to reach a steady state of the forces acting on model so that the test model vibrates until the end of the flow. The forces exerted on an engine exist with vibration so that the usual force balance can not be used. SWFB(Stress Wave Force Balance) technique is utilized in a shock tunnel to get the thrust. As an example, a model force balance has been calculated its strain against impulse force by using FEM(Finite Element Method). A transfer function between the impulse force and strain has been obtained by the way of de-convolution.

• Journal of Sensor Science and Technology
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• v.10 no.1
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• pp.9-15
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• 2001

The extrinsic Fabry-Perot interferometric (EFPI) optical fiber sensor shows good sensitivity and resolution, and has many advantages over optical fiber sensors of other types. However, this EFPI optical fiber sensor has a disadvantage that the distinction of measuring directions is difficult due to the measurement method by using only fringe counting. In this paper, the transmission-type extrinsic Fabry-Perot interferometric (TEFPI) optical fiber sensor was developed, which has been improved by the additional function and whose measuring system is different from that of the conventional EFPI optical fiber sensor. Then the application result of the TEFPI optical fiber sensor to the strain and temperature measurement was explained in detail.

• Tunnel and Underground Space
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• v.19 no.6
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• pp.558-566
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• 2009

Time-dependent behavior is a basic mechanical property of rocks. Predicting the failure time of rock structures by analyzing the time-dependent characteristic is important and problematic. It is tried to predict the failure time of tunnel, slope & laboratory creep test specimen from measured displacement(or strain) and rate with relationship suggested by Voight($\ddot{\Omega}=A\dot{\Omega}^\alpha$, where $\Omega$ is a measurable quantity such as strain & displacement and A & $\alpha$ are constants). A & $\alpha$ are estimated through applying the nonlinear least square method to the single and double integrated Voight's equations and utilized to predict the failure time. Predicted failure time is in accordance with real one except minor error. Linear inverse rate method applied to creep strain and rate yields a poor linear correlation of data and precision of predicted failure time is not better than methods using strain and rate.

• Journal of the Korea Concrete Institute
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• v.19 no.2
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• pp.145-151
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• 2007

The shear failure modes of FRP strengthened concrete beams are quite different to those of the beams strengthened with steel stirrups. When the beams are externally wrapped with FRP composites, many beams fail in shear due to concrete crushing before the FRP reaches its rupture strain. In order to predict the shear strength of such beams, the effective strain of the FRP must be blown. This paper presents the results of an experimental study on the performance of reinforced concrete beams externally wrapped with FRP composites and infernally reinforced with steel stirrups. The main parameters of the tests were FRP reinforcement ratio, the type of fiber material (carbon or glass) and configuration (continues sheets or strips). The experimentally observed effective strain of the FRP was compared with the strain calculated using a proposed method.

• The Journal of Engineering Geology
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• v.8 no.3
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• pp.215-224
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• 1998

In this study, total strain was measured by LVDTs and local strains on the surface of specimens were measured by strain gauges. And axi-symmetrically elastoplastic FEM analyses was carried out for cylindrical specimens. Considering the influence of the restraint induced by the loading platen, in the case of H/D=1, the strain distribution on the side of a specimen is obviously affected by the condition of platen contact. Furthermore, it is clear that the larger H/D ratio becomes, the smaller the influence to the strain distribution is. For the smooth contact condition, the strain on the side is not influenced by the stiffness of the specimen, the shape and the scale effect, the strain distribution coincides with the nominal total strain. Whereas, in the case of rough contact condition, the strain distribution is remarkably affected. It is made clear that strain responses of hard rock specimens may more sensitive than these of soft rock specimens as a results of interaction between loading platens and specimen and the uniaxial strength of specimens may strongly depends on this interaction and stress-strain relation is affected by the contact condition.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.9 no.1
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• pp.17-25
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• 1991

A foundation excavation is necessarily included in construction works of structures. Involving the dangers of collapse, large-scaled excavation walls require periodic deformation measurements. As only relative displacements and acquired and surface measurements can not be made with the conventional measuring methods, the up-to-date method which can overcome these weaknesses is required urgently. Terrestrial photogrammetry is the method by which absolute deformation amounts of many points can be taken out at a distance from object in short time. The objective of this study is to suggest application propriety of terrestrial photogrammetry to the measurement of excavation walls. For it, we devised same position photography(S.P.P) and possibility of SPP proved through basic experiment. SPP was very speedy photographing method. We found out the fact that as the degree of overlap increase, accuracies of results increase. As a result of applying to excavation side-wall, we detected consistent displacement in 3 dimension each direction within the limits expectional accuracy. If control surveying could be carried out more quickly and accurately, the deformation displacement could be analyzed more effectively.

• The Journal of the Korea institute of electronic communication sciences
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• v.15 no.4
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• pp.671-678
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• 2020

In this paper, a wireless measurement system has been developed which can measure the deformation of a tire in real time by utilizing strain gauge sensors and Zigbee wireless communication. A strain gauge sensor is mounted inside the tire and then the strain on the tire is obtained using the DSP module. The acquired sensor values are transmitted into the vehicle by radio communication. The wireless receiver module installed inside the vehicle can monitor the deformation of the tire in real time. The deformation of the tire can be used for measuring the load applied to each tire or the speed of the tire. The load or speed applied to the tires are essential parameters for the stable control of autonomous vehicles.