• 한국해양공학회지
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• 제25권1호
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• pp.67-72
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• 2011

Offshore structures, such as a platform, a buoy, or a floating vessel, are exposed to several dynamic loads, and viscoelastic damping material is used to reduce the vibration of offshore structures. It is important to know the properties of viscoelastic materials because loss factor and Young's modulus of the viscoelastic damping material are dependent on frequency and temperature. In this study, an advanced technique for obtaining accurate loss factor and Young's modulus of the viscoelastic damping material is introduced based on a multi degree of freedom curve-fitting method and the RKU (Ross-Kerwin-Ungar) equations. The technique is based on a modified experimental procedure from ASTM E 756-04. Loss factor and Young's modulus of the viscoelastic damping material are measured for different temperatures by performing the test in a temperature-controlled vibration measurement room where temperature varies from 5 to 45 degrees Celsius.

• Journal of Acupuncture Research
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• 제15권2호
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• pp.81-96
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• 1998

This study was done to find out the correlation between manual palpitation and mechanical measurement and the possibility to produce the data using chest and abdominal Front Point(募穴). Followings are the results from the present study. 1. The maximal pressure felt by the patient was 10kgf/$cm^2$. 2. The maximal deformation felt by the patient was in the range of 6cm. 3. The modulus (index obtained by the division of maximal pressure and maximal deformation) was highly correlated with manual palpitation. 4. It was useful to classify two front points in the abdomen and chest when modulus is concerned. 5. When the index of elastic modulus are big and small enough, it is said excessiveness and deficiency(虛實), respectively. Overall, this study was able to find the possibility to quantify the traditional state of excessiveness and deficiency in the form of objected data.

• 대한기계학회논문집B
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• 제32권11호
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• pp.841-848
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• 2008

DME(Di-methyl Ether) has been expected to be one of the promising alternative fuels for compression ignition engines due to its low emission characteristics for particulate matter. However, its physical properties such as density, bulk modulus and viscosity are not comparable to those of conventional diesel fuel. Especially, problems caused by low lubricity and high compressibility need to be understood more thoroughly, when a DME fuel is used for compression ignition engine, especially with mechanical fuel supply system. In this study, measurement and calculation of DME's bulk modulus were carried out over the range of temperatures from $-3^{\circ}C$ to $53^{\circ}C$, and pressures from 50 bar to 250 bar using an experimental apparatus built in this work. The results show that DME is prone to be compressed more easily compared to diesel fuel. A comparison of bulk modulus with butane and propane were also made in this work.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2005년도 추계학술대회 논문집 Vol.18
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• pp.140-141
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• 2005

To measure elastic properties of semiconducting materials in power cable, we have investigated modulus of EVA/acetylene black composite showed by changing the content of acetylene black. The specimen was primarily kneaded in material samples of pellet form for 5 minutes on rollers ranging between 70[$^{\circ}C$] and 100[$^{\circ}C$]. Then this was produced as sheets after pressing for 20 minutes at 180[$^{\circ}C$] with a pressure of 200[kg/cm]. The contents of conductive acetylene black were 20, 30 and 40[wt%], respectively. The modulus experiment was measured by DMA 2980. The ranges of measurement temperature were from -50[$^{\circ}C$] to 100[$^{\circ}C$] and measurement frequency is 1[Hz]. The modulus of specimens was increased according to an increment of acetylene black content. And modulus was rapidly decreased at the glass transition temperature. The tan$\delta$ of specimens was decreased according to an increment of acetylene black content.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2005년도 추계학술대회 논문집 Vol.18
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• pp.136-137
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• 2005

To measure elastic properties of semiconducting materials in power cable, we have investigated modulus of EBA/carbon black composite showed by changing the content of carbon black. The specimen was primarily kneaded in material samples of pellet form for 5 minutes on rollers ranging between 70[$^{\circ}C$] and 100[$^{\circ}C$]. Then this was produced as sheets after pressing for 20 minutes at 180[$^{\circ}C$] with a pressure of 200[kg/cm]. The contents of conductive carbon black were 20, 30 and 40[wt%], respectively. The modulus experiment was measured by DMA 2980. The ranges of measurement temperature were from -50[$^{\circ}C$] to 100[$^{\circ}C$] and measurement frequency is 1 [Hz]. The modulus of specimens was increased according to an increment of carbon black content And modulus was rapidly decreased at the glass transition temperature. The tan$\delta$ of specimens was decreased according to an increment of carbon black content.

• Structural Engineering and Mechanics
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• 제20권1호
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• pp.21-43
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• 2005

Masonry is a composite non-homogeneous structural material, whose mechanical properties depend on the properties of and the interaction between the composite components - brick and mortar, their volume ratio, the properties of their bond, and any cracking in the masonry. The mechanical properties of masonry depend on the orientation of the bed joints and the stress state of the joints, and so the values of the shear modulus, as well as the stiffness of masonry structural elements can depend on various factors. An extensive testing programme in several countries addresses the problem of measurement of the stiffness properties of masonry. These testing programs have provided sufficient data to permit a review of the influence of different testing techniques (mono and bi-axial tests), the variations caused by distinct loading conditions (monotonic and cyclic), the impact of the mortar type, as well as influence of the reinforcement. This review considers the impact of the measurement devices used for determining the shear modulus and stiffness of walls on the results. The results clearly indicate a need to re-assess the values stated in almost all national codes for the shear modulus of the masonry, especially for masonry made with lime mortar, where strong anisotropic behaviour is in the stiffness properties.

• Current Optics and Photonics
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• 제7권4호
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• pp.337-344
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• 2023

Three-point bending is the main method for measuring the elastic modulus of a thin plate. Although various displacement transducers may be used to measure the bending, these are single-point measurements, and it is difficult to eliminate the error caused by eccentric load and shear force. Error-correction models for the elastic modulus of quartz glass using digital speckle interferometry are proposed for eccentric load and shear force. First, the positional misalignment between maximum deflection and load is analyzed, and the error caused by eccentric load is corrected. Then, the additional displacement caused by shear force at different positions of the quartz glass plate is explored. The effect of shear deformation is also corrected, by measuring two points. Since digital speckle interferometry has the advantage of full-field measurement, it can simultaneously obtain deflection data for multiple points to realize error correction. Experimental results are presented to demonstrate that the proposed model can effectively correct the measurement error of the elastic modulus.

• 한국지반공학회논문집
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• 제31권3호
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• pp.63-72
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• 2015

본 연구는 노상토의 다짐특성 평가를 위해 특성이 다른 세 가지 강성측정 시험법으로 측정한 탄성계수의 상관관계 및 연관성에 대해 논의하였다. 미소변형률(${\approx}0.001%$) 범위의 흙강성측정기(SSG), 중변형률(${\approx}0.01{\sim}0.1%$) 범위의 정적 평판재하시험(PLT), 관입저항을 이용하는 동적콘관입시험기(DCP)가 탄성계수 측정에 이용되었다. 변형률 범위가 다른 시험방법에 의해 측정한 탄성계수를 실무에 적용하기 위해서는, 각각의 측정치에 대한 상관관계 및 연관성에 대해 사전에 파악되어야 한다. 국내 외 여러 조건의 노상토에 대해서 세 가지 방법을 이용하여 측정한 탄성계수($E_{SSG}$, $E_{PLT}$, $E_{DCP}$)를 비교 분석한 결과에 따르면, 흙의 종류 및 응력 조건에 따라 각 방법에 의해 측정된 탄성계수가 상이한 결과를 나타내었다. 전체 수집된 데이터 중 시멘트 처리토를 제외한 일반적인 노상토를 대상으로 한 상관성 분석결과, 정적 탄성계수($E_{PLT}$)는 동적 탄성계수($E_{SSG}$) 대비 60~80%의 크기를 나타나는 것으로 평가되었다. 시멘트 처리토와 같은 특이 토질은 정적 탄성계수($E_{PLT}$) 측정 시 구속압의 영향을 크게 받기 때문에, 다른 일반 토질과 상관관계 비교시 응력보정을 수행하여야 한다. 또한, 동적콘관입시험 결과를 이용하여 탄성계수($E_{DCP}$) 예측 시, 200MPa 이내의 범위에서 탄성계수 데이터가 좀더 신뢰도 높은 상관관계를 나타내었다.

• Computers and Concrete
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• 제15권5호
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• pp.795-805
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• 2015

In this study, dynamic modulus of elasticity of self-consolidating rubberized concrete is evaluated by using results of ultrasonic pulse velocity and resonance frequency tests. Additionally, correlation between dynamic modulus of elasticity and compressive strength results is compared. For evaluating the dynamic modulus of elasticity of self-consolidating rubberized concrete, prismatic specimens having $100{\times}100{\times}500$ mm dimensions are prepared. Dynamic modulus of elasticity values obtained by non-destructive measurements techniques are well agreed with those given in the literature.

• 한국지반공학회지:지반
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• 제14권5호
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• pp.219-234
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• 1998

초기수평 응력상태를 모사하여 응력이 변형계수에 미치는 영향을 검토 하기 위하여 암석 시료에 대하여 공내재하 변형 실내시험을 했다. 실험은 수평 응력의 크기, 응력비, 측정지점을 변화 시켜서 변형계수를 측정하였다. 측정결과 응력의 크기가 증가함에 따라 변형계수가 증가하며 최대 최소응력비가 커짐에 따라 변형계수는 최소응력 방향에서는 증가하고, 최대응력 방향에서는 감소하는 경향을 보였다. 이는 측정 위치에서 접선음력의 크기 변화에 따른 것으로 초기응력의 크기, 방향 및 내압의 크기에 따라 응력이 압축, 인장 또는 압축-인장상태로 바뀌기 때문이다. 따라서 변형 계수 측정시 이들의 영향을 분석한 후 결과치를 해석하여야 한다. 이와 같은 해석은 공내재하 변형 측정 결과 뿐만 아니라 내압이 있는 가스 저장 또는 압축터널 설계 및 터널 계측 결과 해석에도 적용 되어야 한다.