• Title/Summary/Keyword: Specimen type

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사용재 물성 평가를 위한 미소 시험편 크기에 따른 인장 특성 평가 (Measurement of Tensile Properties Dependent on the Small-Scaled Specimen Dimension for Evaluation of In-Service Materials Properties)

  • 허용학;김동일;김동진;이해무;박종서
    • 한국안전학회지
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    • 제23권5호
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    • pp.30-34
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    • 2008
  • To evaluate the mechanical properties of in-service materials, tensile properties measurement using small-scaled specimen has been carried out. Tensile testing specimens with various dimensions, including standard and sub-size specimen specified in ASTM and ISO and small-scaled specimen, were prepared. Tensile strain in small-scaled specimen was measured using micro-ESPI system set up in this study. This system was used in the specimen with the parallel length of 2 mm and in subsequently measuring the strain under tensile loading. From each type of tensile specimen, stress-strain curves were determined. The dimension effect of the tensile properties was investigated comparing the tensile results obtained from standard specimens and small-scaled specimens. It was shown that the tensile strength for the small-scaled specimen is lower by 15% than those for the standard specimen.

고성능 폴리머 콘크리트 복합재료의 내구성(내약품성 및 내열성을 중심으로) (Durability of High Performance Polymer Concrete Composites (Focusing on Chemical Resistance and Hot Water Resistance))

  • 황의환;김용연;송민규
    • 공업화학
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    • 제28권3호
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    • pp.360-368
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    • 2017
  • 고기능성 폴리머 콘크리트 복합재료의 내구성을 조사하기 위하여 올소타입 불포화폴리에스테르 수지와 이소타입 불포화폴리에스테르 수지를 폴리머 결합재로 사용하였고, 탄산칼슘과 실리카 미분말을 충전재로 사용하여 공시체를 제작하고 내열수성, 내약품성, 세공분석 및 SEM 조사를 실시하였다. 이소타입 불포화폴리에스테르 수지를 사용한 공시체의 압축강도가 올소타입 불포화폴리에스테스 수지를 사용한 공시체의 압축강도보다 높은 것으로 나타났고, 탄산칼슘 충전재에 비하여 실리카 미분말을 사용한 공시체의 압축강도가 높게 나타났다. 내열수성 시험에서 이소타입 불포화폴리에스테르 수지를 사용한 공시체가 올소타입 불포화폴리에스테르 수지를 사용한 공시체보다 내열수성이 우수한 것으로 나타났고, 탄산칼슘 충전재를 사용한 공시체가 실리카 미분말을 사용한 공시체보다 내열수성이 우수한 것으로 나타났다. 내약품성 시험 후에 측정한 압축강도 감소율은 수산화나트륨 수용액에 의한 압축강도 감소율이 가장 크게 나타났고 다음으로 황산, 염산 및 염화칼슘 순으로 나타났다. 알칼리성인 수산화나트륨 수용액에서는 탄산칼슘을 충전재로 사용한 공시체가 실리카 미분말을 사용한 공시체보다 중량 감소율이 적게 나타났으나 황산과 염산의 산성시약에서는 실리카 미분말을 사용한 공시체가 탄산칼슘을 사용한 공시체보다 중량 감소율이 적게 나타났다.

용접부 결함 검출에 관한 실험적 연구 (An Experimental Study on Detection of Defects in Weldzone)

  • 남궁재관
    • 한국공작기계학회논문집
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    • 제12권6호
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    • pp.56-63
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    • 2003
  • In this study, an automatic ultrasonic testing system is used to detect the defects of the natural flaw test specimen and of the artificial flaw test specimen. We evaluate the detection performance of the acceptance standard for the natural flaw test specimen and of the acceptance standard for the artificial flaw test specimen. We also study the potential problems of those acceptance standards. The results indicate that the acceptance standard for the detection of defects in weldzone is good then the sensitivity correction is performed and that we must clearly specify special check points of the acceptance standard for the system in use.

FRP 복합재의 시험조건 변화에 따른 연기 위해성 평가 (Smoke Density Characteristics of the FRP to the variance of test method, resin type and specimen shape)

  • 이덕희;정우성;김용기;김선옥
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2002년도 춘계학술대회 논문집
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    • pp.567-571
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    • 2002
  • In this study we reported the Smoke Density test method of interior panel of railroad passenger car and investigated the specific smoke density(Ds) by NBS smoke chamber to the variance of some test conditions. First we compared the result of Ds from ISO 5659-2 with that from ASTM E662 for same phenol FRP Secondary studied the Ds value to the variance of resin type and to the variance of specimen shape.

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Modeling of a Scan Type Magnetic Camera Image Using the Improved Dipole Model

  • Hwang Ji-Seong;Lee Jin-Yi
    • Journal of Mechanical Science and Technology
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    • 제20권10호
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    • pp.1691-1701
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    • 2006
  • The scan type magnetic camera is proposed to improve the limited spatial resolution due to the size of the packaged magnetic sensor. An image of the scan type magnetic camera, ${\partial}B/{\partial}x$ image, is useful for extracting the crack information of a specimen under a large inclined mag netic field distribution due to the poles of magnetizer. The ${\partial}B/{\partial}x$ images of the cracks of different shapes and sizes are calculated by using the improved dipole model proposed in this paper. The improved dipole model uses small divided dipole models, the rotation and relocation of each dipole model and the principle of superposition. Also for a low carbon steel specimen, the experimental results of nondestructive testing obtained by using multiple cracks are compared with the modeling results to verify the effectiveness of ${\partial}B/{\partial}x$ modeling. The improved dipole model can be used to simulate the LMF and ${\partial}B/{\partial}x$ image of a specimen with complex cracks, and to evaluate the cracks quantitatively using magnetic flux leakage testing.

평등자계 형성용 전자석 자극 구조에 관한 연구 (Magnetic Pole Structure of Electro-Magnet for Forming Uniform Magnetic Field)

  • 김정태;이승면;조현준;김훈년
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2002년도 하계학술대회 논문집
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    • pp.515-518
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    • 2002
  • In this study, the ellipsoidal cap type magnetic pole structure was proposed for the electro-magnet in B-H curve tracer. From the simulation for the electro-magnet without specimen, the area of effective uniform field(99% range for the central field value) was considerably increased in case of the newly proposed ellipsoidal cap type magnetic pole than that of the conventional simple-inclined cap type magnetic pole. Also, through the simulation for the electro-magnet with permanent magnet specimen(NaFe30), the optimal Positions of the magnetic field measurement sensor(Hall sensor) were found out in each case and the errors were decreased in case of the newly proposed ellipsoidal cap type magnetic pole.

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Wire Mesh보강 포러스콘크리트의 성능평가에 관한 실험적 연구 (An Experimental Study on the Performance of Wire Mesh Reinforced Porous Concrete)

  • 권혁준;이택우;김선용;박승범
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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    • pp.1227-1232
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    • 2000
  • In this study the mechanical properties of various wire mesh reinforcing porous concrete mixtures are investigated. A properly designed porous concrete pavements provides a durable riding surface. It also eliminates puddles and standing water, resulting in improved skid resistance. The most popular application is that of light-traffic volume roadways such as parking lots, resident roads, driveways, and sidewalks. Flexural strength and toughness index are examined for wire mesh reinforcing porous concrete. Type of Wire mesh is divided into three cases, A type, B type and C type. It shows A type is most excellent shape of destruction of slab specimen is similar to that of flexural specimen. The aim of this paper is to present the results of a pilot study undertaken to examine the extent to which wire mesh reinforced porous concrete can be used as a continuous paving materials.

도로 융설체 개발을 위한 탄소나노튜브-시멘트 복합체 특성에 관한 실험적 연구 (A Feasibility Study on Developing Snow Melting Systems using CNT-Cement Composite)

  • 허진녕;박범진;김태형
    • 한국도로학회논문집
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    • 제15권2호
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    • pp.29-37
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    • 2013
  • PURPOSES : This study aims to review the possibility of developing a road snow-melting system that can prevent slip accidents by maintaining a constant temperature of the winter roads and enhance performance of structures, including improvement of compressive strength by mixing carbon nanotube (hereafter referred to as CNT) with cement paste, the basic material. METHODS : To achieve the above purpose, an experiment was conducted by mixing power-type CNT and wrap-type CNT up to cement paste formulation by weight of 0.0wt%~4.1wt% in accordance with "KS L ISO 679(of cement strength test method)", and compressive strength was measured at 28 days of curing. In addition, the volume resistivity of the specimen was measured to test thermal and electrical characteristics, and the rate of temperature changes in specimen surface by power consumption was measured by passing electricity through the cross-sections of the specimen. Meanwhile, the criteria for checking the performance as a road snow-melting system was determined as volume resistivity of $100{\Omega}{\cdot}cm$ or less. RESULTS : A comparative analysis between specimen with 0wt% CNT content in plain status and specimen containing various types of CNTs was carried out. From its results, it was found that compressive strength increased approximately 19%, showing the highest rate when 0.2wt% of wrap-type CNT was contained, but volume resistivity of $100{\Omega}{\cdot}cm$ or less appeared only in specimens containing more than 0.2wt% CNT. In addition, it was observed that the surface temperature increased by $4.62^{\circ}C$ per minute on average in specimens containing 3.2wt% CNT. CONCLUSIONS : In this study, CNT was examined as an underlying material for a road snow-melting system, and the possibility of developing the road now-melting system was reviewed by conducting various experiments using CNT-Cement composites. From the experimental results, the specimens were found to have a superior performance when compared to the existing road snow-melting systems that place the heat transfer medium such as copper on the road. However, satisfactory strength performance were not obtained from the specimen containing CNT(2.0% or more) that functions as a heating element, which leads to the need for reviewing methods to increase the strength by using plasticizer or admixture.

Relationship between the Applied Torque and CCT to obtain the Same Corrosion Resistance for the Plate and Cylindrical Shape Stainless Steels

  • Chang, Hyun Young;Kim, Ki Tae;Kim, Nam In;Kim, Young Sik
    • Corrosion Science and Technology
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    • 제15권2호
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    • pp.58-68
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    • 2016
  • Many industries need the universal standard or technique to obtain the identical CCT regardless of specimen geometries. This study aimed to determine an appropriate applied torque to the cylindrical specimen defining the apparatus and the procedure to measure the temperature of initiating crevice corrosion in tubular shape products such as pipes, tubes and round rods etc; the test method also proved applicable to the plate type specimen. A series of experiments for CCT measurements with the plate type and cylindrical stainless steel specimens of various diameters with different microstructures (austenitic and duplex) and PRENs were conducted to determine the relationship among geometries on CCT. Thus, the apparatus that could measure the CCT of stainless steels with both plate and cylindrical geometries was newly designed. The use of the apparatus facilitated the same CCT value for both geometries only if the specimens were made of the same alloy. The applied torque can be calculated for various diameters of the cylindrical specimens using the following relation; Applied torque, $Nm=-0.0012D^2+0.019D+2.4463$ (D; the diameter of cylindrical specimen, mm). However, upwards of 35 mm diameter cylindrical specimens require 1.58Nm, which is the same torque for the plate type specimen; in addition, this test method cannot be used for cylindrical specimens of less than 15 mm diameter.

원주형 콘크리트 공시체의 캡핑종류별 압축강도 영향 (An Experimental Study on the Effect of Capping Type of Cylindrical Concrete Specimen on Compressive Strength)

  • 이상완;김수만;백승종;김광돈;이평석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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    • pp.167-172
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    • 2000
  • There are a variety of factors affecting measured compressive strength of hardened concrete. One of them is the end surface condition of concrete specimen. So, many capping methods have been developed for the specimen to meet the end condition requirement of ASTM C 39. A series of experimental strength comparison study was carried out using several representative capping methods, including pad capping method which is one of unbonded elastomeric capping system and was newly adopted in the ASTM standard. A comparison was also focused on their economy, convenience, harmfulness, etc.

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