• Title/Summary/Keyword: Elasticity test

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The Stress-Strain Relationship and Compressive Strength of Concrete Containing Hwangtoh and Slag (황토와 슬래그를 첨가한 콘크리트의 강도 및 응력-변형률 관계)

  • Kang, Hong-Ki;Yang, Keun-Hyeok;Lee, Young-Ho;Hwang, Hey-Zoo;Chung, Heon-Soo
    • Proceedings of the Korea Concrete Institute Conference
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.672-675
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    • 2004
  • The objective of this study was to understand the effect of hwangtoh and slag on various properties of concrete. Main variables were replacement level of admixtures, hwangtoh and slag, and curing temperature. Test results indicated that the compressive strength of concrete replaced by either hwangtoh and slag was significantly influenced by curing temperature. The elasticity modulus and compressive peak strain of concrete showed a small increase with increasing hwangtoh replacement.

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Elastic Moduli and Dissolution Rates of Resorbable Na2O-MgO-P2O5 Bioglasses (Na2O-MgO-P2O5 생체 유리의 탄성계수와 용해도)

  • ;T.D.Taylor
    • Journal of the Korean Ceramic Society
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    • 제26권6호
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    • pp.850-854
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    • 1989
  • The elastic moduli and dissolution rates of 15 glasses with different mole ratios of sodium-magnasium-phosphate as potential non-toxic biomaterials were investigated. In this study, a 3-pint bending test, sonic resonance technique, and theoretical calculation were used to evaluate the modulus of elasticity. The dissolution rates at 37$^{\circ}C$(human body temperature) were determined by the measurement of mass changes in each sample for 24 weeks.

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광섬유 센서를 이용한 원자력 발전소 격납구조물의 가동전 가압 팽창을 통한 구조건전성 시험

  • 김기수
    • Composites Research
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    • 제16권6호
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    • pp.56-61
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    • 2003
  • In this Paper, a fiber Bragg grating(FBG) sensor system is described and FBGs are well-suited for long term and extremely severe experiments, where traditional strain gauges fail. In the system. a reflect wave-length measurement method which employs a tunable light source to find out the center wave-length of FBG sensor is used. We apply the FBG system to nuclear energy Power Plant for structural integrity test to measure the displacement of the structure under designed pressure and to check the elasticity of the structure by measuring the residual strain. The system works very well and it is expected that it can be used for a real-time strain, temperature and vibration detector of smart structure.

A Study for the Application of High-Strength Concrete (고강도 콘크리트의 실용화를 위한 연구)

  • 이장화;유영찬;민병렬;김긍환
    • Proceedings of the Korea Concrete Institute Conference
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    • 한국콘크리트학회 1991년도 가을 학술발표회 논문집
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    • pp.140-145
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    • 1991
  • Tests were conducted to get a mix proportioning of high strength concrete between σ28 and (C/W) using low quality materials easily purchased in situ. Superplasticizer was used as a chemical admixture to compensate low slump of base concrete keeping it up about 15±2㎝. General material properties such as modulus of elasticity, poisson's ratio, unit weight and stress-strain characteristic of high strength concrete were obtained. Test results show that mix proportioning of high strength concrete proposed in this paper have reasonable validity and these can be used as a design criteria in high strength concrete construction.

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Relationship between Stratum Corneum Carbonylated Protein (SCCP) and Skin Biophysical Parameters (Stratum Corneum Carbonylated Protein (SCCP)의 피부 생물학적 파라미터와의 관계)

  • Lee, Yongjik;Nam, Gaewon
    • Journal of the Society of Cosmetic Scientists of Korea
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    • 제45권2호
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    • pp.131-138
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    • 2019
  • Carbonylated proteins (CPs) are synthesized by the chemical reaction of basic amino acid residues in proteins with aldehyde compounds yielded by lipid peroxidation. CPs are excited by a range of light from UVA to blue light, and resulted in the generation of superoxide anion radicals ($^{\cdot}O_2{^-}$) by photosensitizing reaction. Then, they CPs induce new protein carbonylation in stratum corneum through ROS generation. Furthermore, the superoxide anion radicals produce CPs in the stratum corneum (SC) through lipid peroxidation and finally affects skin conditions including color and moisture functions. The purpose of this study was to investigate the relationship between the production of stratum corneum carbonylated protein (SCCP) and the skin elasticity. 46 healthy female Koream at the ages of 30 ~ 50 years old were participated in this study for 8 weeks. The skin test was experiment conducted into two groups; placebo group (N = 23) used cream that did not contain active ingredients, and the other group (N = 23) used cream containing the elasticity improving ingredients. Test areas were the crow 's feet and the cheek. Various non-invasive methods were carried out to measure biophysical parameters on human skin indicating that dermis density and skin wrinkle were measured by using DUB scanner and Primos premium, respectively. Skin elasticity were measured using dermal torque meter (DTM310) and balistometer (BLS780). SCCP was assessed in a simple and non-invasive method using skin surface biopsy on the cheek of the subject. The amount of SCCP was determined using image analysis. All measurements were taken at 0, 4 and 8 8week. Results revealed that the amount of CP in SC was reduced when the skin wrinkle and skin elasticity related parameters were improved. This indicates that the correlation between the elasticity improvement and the amount of CP can be used as a anti-aging indicator and applicable to the skin clinical test for the measurement of skin aging in the future.

A Numerical Study of Cantilever Retaining Wall Sliding Behavior due to Surcharge Loading Condition (과재하중 재하에 따른 역 T형 옹벽의 활동거동에 관한 수치해석)

  • Yoo, Nam-Jae;Lee, Myung-Woog;Park, Byung-Soo;Lee, Seung-Joo
    • Journal of Industrial Technology
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    • 제21권B호
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    • pp.205-212
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    • 2001
  • This paper is experimental and numerical research about the sliding behavior of cantilever retaining walls resisting surcharge loads. In experimental research, centrifuge model tests at the lg and 40 g-level were performed by changing the location of model footing and its width. Bearing capacity of model footing and characteristics of load-settlement and load-lateral displacement of retaining wall were investigated. Test results of bearing capacity were compared with modified jarquio method, based on the limit equilibrium method with elasticity theory. For the numerical analysis, the commericially available program of FLAC was used by implementing the hyperbolic constitutive relationships to compare with test result about load-settlement and load-displacement of retaining wall, bearing capacity of strip footing.

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A Study on the Dynamic Test of Viscoelastic Material (점탄성 재료의 동적 특성 측정에 관한 연구)

  • Choi, Hyun;Park, Kun-Rok;Kim, Doo-Hoon;Lee, Sang-Jo
    • Journal of KSNVE
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    • 제7권6호
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    • pp.937-943
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    • 1997
  • Viscoelastic materials have the characteristics of elasticity and viscosity. Unlike the metals which show negligible damping characteristics, the damping characteristic of viscoelastic materials like rubber mounts is very important in the analysis of the dynamic system. So there has been a great interest in measuring the damping characteristics of the material can be measured. One is the resonant method which loss factor can be measured only in the resonant frequency. The other is the nonresonant method. In this paper, the test procedure and the physical meaning of the impedance method are introduced. The impedance test results, the loss factor by the impedance method, are compared to the results of the resonant method including some recommendations in the experimental setup.

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An Experimental Study on Freezing and Thawing Resistance of Rice Straw Ash Concrete (볏짚재 콘크리트의 동결융해 저항성에 관한 실험적 연구)

  • 김영익;성찬용;김경태;서대석;남기성
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 한국농공학회 1998년도 학술발표회 발표논문집
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    • pp.161-166
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    • 1998
  • This experiment was on purpose to estimate freezing and thawing resistance concering with developing rice straw ash concrete which were mixed rice straw ash to cement as ratio of cement weight. Freezing and thawing test was done by Method A of KS F 2456. It could estimate change of original mass, pulse velocity and dynamic modulus of elasticity during test. Test results showed that 5% filled rice straw ash concrete had the highest durability factor(DF) as 86 and from 5% to 7.5% filled rice straw ash concrete showed higher DF than normal cement concrete.

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Tensile Characteristics and Behavior of Blood Vessels from Human Brain in Uniaxial Tensile Test

  • Suh, Chang-Min;Kim, Sung-Ho;Ken L. Monson;Werner Goldsmith
    • Journal of Mechanical Science and Technology
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    • 제17권7호
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    • pp.1016-1025
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    • 2003
  • The rupture of blood vessels in the human brain results in serious pathological and medical problems. In particular, brain hemorrhage and hematomas resulting from impact to the head are a major cause of death. As such, investigating the tensile behavior and rupture of blood vessels in the brain is very important from a medical point of view. In the present study, the tensile characteristics of the blood vessels in the human brain were analyzed using a quasi-static uniaxial tensile test, and the properties of the arteries and veins compared. In addition, to compare the tensile behavior and demonstrate the validity of the experimental results, blood vessels from the legs of pigs were also tested and analyzed. The overall results were in accordance with the histological structures and previous medical reports.

A Basic Research on Estimation of Material Condition by Using Nonlinear Elastic Modulus (비선형 탄성계수를 이용한 재료변질 상태평가에대한 기초적 연구)

  • 김경조;장경영
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 한국정밀공학회 1995년도 춘계학술대회 논문집
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    • pp.348-352
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    • 1995
  • In the conventional linear elasticity, ultrasonic velocity is determined by elastic modulus and density of te medium which ultrasonic wave propagates through. But, practical ultrsonic wave depends on the stress acting in the medium, and as the stress increases such dependency becomes nonlinear. This nonlinear dependencyof ultrasonic velocity on stress can be identified by using nonlinear elastic modulus up to 4th order. In thid paper, with the above background relationships between nonlinear elastic modulus and the internalstatus of materials, normal, plastic deformed or heat stressed, are discussed. For this purpose, a new type of measuring system extended from the general nondestructive UT(ultrasonic test) equipment is constructed.

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