• Title/Summary/Keyword: 직접인장시험

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Determination of Rock Abrasiveness using Cerchar Abrasiveness Test (세르샤 마모시험을 통한 암석의 마모도 측정에 관한 연구)

  • Lee, Su-Deuk;Jung, Ho-Young;Jeon, Seok-Won
    • Tunnel and Underground Space
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    • v.22 no.4
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    • pp.284-295
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    • 2012
  • Abrasiveness of rock plays an important role on the wear of rock cutting tools. In this study, Cerchar abrasiveness tests were carried out to assess the abrasiveness of 19 different Korean rocks. Cerchar abrasiveness test is widely used to assess the abrasiveness of rock because of its simplicity and inexpensive cost. This study examines the relationship between Cerchar Abrasiveness Index (CAI) and mechanical properties (uniaxial compressive strength, Brazilian tensile strength, Young's modulus, Poisson's ratio, porosity, shore hardness of rock), and the effect of quartz content, equivalent quartz content, which was obtained from XRD analysis. As a result of test, CAI was more influenced by petrographical properties than by the bonding strength of the matrix material of rock. CAI prediction model which consisted of UCS and EQC was proposed. CAI decreased linearly with the hardness of the steel pin. Numerical analysis was performed using Autodyn-3D for simulating the Cerchar abrasiveness test. In the simulations, most of pin wear occurred during the initial scratching distance, and CAI increased with the increase of normal loading.

Welding of Stainless Steel to Copper for UHV Component Application (초고진공용 부품 적용을 위한 스테인리스 스틸과 구리의 용접)

  • 흥만수;김경렬;박종도;김영찬;정진화
    • Proceedings of the KWS Conference
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    • v.43
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    • pp.243-245
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    • 2004
  • 가속기의 저장링 및 빔라인에는 방사광을 차단 혹은 일부 통과 둥의 목적으로 Photon Absorber와 같은 진공 부품이 사용되고 있으며, 이는 일반적으로 구리와 스테인리스 스틸 등의 이종재료를 브레이징 공정을 이용하여 제작함으로써 부품이 구조적 건성의 확보와 더불어 진공환경 및 수밀을 유지하고 있다. 그러나, Photon Absorber는 사용 용도에 따라 구조적 형상이 서로 다르기 때문에 브레이징 공정을 적용하는 경우, 상대적으로 제품 생산가격의 상승, 유지보수 및 제작불량에 따른 공정 제어의 어려움이 나타나고 있다. 본 연구에서는 스테인리스 스틸 (STS 304)과 구리(OFHC Copper)의 이종금속에 접합에 GTAW 용접 공정 기술을 적용하여 제반 용접공정에 따른 용접부 성능 및 진공 특성 등을 검토하였다. 용접봉 (ER CuSi-A)을 직접 사용하여 이종 재료의 시험편에 GTAW 용접을 적용한 결과, 진공 누설율은 $1{\times}10^{-10}\;Torr{\cdot}l/s$ 이하를 얻을 수 있었으며, 용접 접합부의 인장강도 210 MPa로써 구리 모재와 유사한 기계적 특성을 나타내었다.

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Stress Relaxation of Poly(methyl acrylate)-Poly(acrylonitrile) Copolymers (Poly(methyl acrylate)-Poly(acrylonitrile) 공중합체의 응력완화)

  • Kim, Nam-Jeong
    • Elastomers and Composites
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    • v.47 no.3
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    • pp.223-230
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    • 2012
  • The rheological parameters of poly(methyl acrylate)-poly(acrylonitrile) copolymers were obtained by applying the experimental stress relaxation curves to the theoretical equation of the Eyring-Halsey non-Newtonian model. The experimentals of stress relaxation were carried out using the tensile tester with the solvent chamber. The determination of rheological parameters was performed from computer calculation. It was observed that the rheological parameters of these copolymer samples are directly related to the self diffusions and viscosities and activation energies of flow segments.

Anchorage Behavior of Bi Prestressed Concrete Girders (프리스트레스트 콘크리트거더의 정착구 거동 분석)

  • Lee, Pil-Goo;Kim, Choong-Eon
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.361-364
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    • 2008
  • This study was performed to estimate the anchorage behavior for Bi Prestressed Concrete Girder(Bicon girder) which could introduce effectively prestressed forces into concrete girders. A bicon girder is manufactured by means of introducing pure bending moment that prestress simultaneously the compressive member(steel bar) and the tensile member(steel tendon). Therefore, the steel bar and the steel tendon must be unified in both ends and compressive and tensile force be offset. Anchorage dimension of 6 test specimens was designed under PTI specification which defined maximum stress and deformation to estimate structural behavior. Test results showed that the stress and the deformation of anchorage were within limits if the steel bar behaviored elastically.

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A Study on Method of Evaluation for Deck Pavement (교면포장의 평가 방법 고찰)

  • Jo, Shin Haeng;Jo, Nam June;Jang, Jung Soon;Baek, Yu Jin;Kim, Nak Seok
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.86-86
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    • 2011
  • 토목 기술의 발달로 장대교량이 증가함에 따라 교면 포장도 더 심각한 진동 및 충격, 기상조건에 노출되게 된다. 교면 포장은 차량의 주행의 편리성뿐 아니라 교량 구조물을 보호해야 하는 역할도 함께 수행하기 때문에 일반 토공부의 포장과 다른 성능을 필요로 한다. 교면 포장의 특수함을 감안하여 교면 포장의 품질을 평가하고, 설계와 적용시 반영 한다면 교량의 내구 연한 및 시공, 유지관리 비용을 절감 할 수 있을 것이다. 본 논문에서는 교면 포장에 요구되는 성능을 조사하고, 교면 포장 특히, 장대 교량 적용시 교면 포장의 성능 평가를 위한 평가 방법을 고찰하였다. 교면 포장의 가장 큰 구조적 특징은 교량의 진동과 휨에 의해 포장이 받게 되는 휨응력이다. 특히 교량의 장경간화에 따라 더 큰 진동과 변형을 경험하게 되는 교면 포장은 그에 따른 충분한 휨 추종성과 피로 저항성을 확보하여야 한다. 기존 토공부 포장에서는 실험이 간단한 원통형 공시체를 이용한 간접인장강도 모드의 실험으로 피로 성능을 평가하였으나, 교면 포장은 실제 거동 특성과 유사한 빔 피로 시험 모드가 보다 신뢰성이 높을 것으로 판단된다. 빔 피로시험 모드로는 3점, 4점, 5점 휨 피로 시험 모드가 있으며, 각각의 모드는 지지점의 개수, 재하점의 개수에 따라 다른 거동 특성을 평가 할 수 있다. 최근 개발된 5점 휨 시험의 경우 교량에서 발생하는 부(-)모멘트를 모사할 수 있어 보다 현실적인 검증이 가능할 것으로 예상된다. 이 외에도 실제 크기 모형을 이용하여 윤하중을 가하는 Full-scale 모델의 경우 비용과 시간이 많이 소요되는 단점이 있으나 가장 신뢰성이 높은 방법이라고 할 수 있다. 교면 포장은 교량구조부로 수분이 침투되는 것을 막아주는 역할을 하여야 하며, 특히 해상 교량의 경우의 염분과 겨울철 사용되는 제빙화학제는 콘크리트의 열화와 강구조물의 부식을 발생시키므로 교면 포장의 방수 성능 검토는 매우 중요한 역할을 한다. 일반 토공부 포장과 달리 교면 포장은 하부층이 대기에 노출되어 있기 때문에 겨울철에 더 낮은 온도로 포장체의 온도가 내려가게 되고, 온도가 떨어진 포장층은 스티프니스가 증감함에 따라 저온 균열의 발생확율이 높아지며, 휨추종성도 나빠질 가능성이 높다. 따라서 저온에서의 균열 저항성 및 스티프니스를 평가하는 것은 교면 포장 재료의 중요한 인자 중 하나이다. 포장과 포장 하부층의 접착은 포장층의 일체화된 거동을 할 수 있게 하기 때문에 내구성 향상에 중요하다. 특히 교량과 같이 진동과 변형이 많은 경우에 있어 포장 접착층의 성능은 포장과 교량 구조물의 파손에 더 큰 영향을 미치게 된다. 접착성능은 실내에서의 직접인장모드와 전단접착강도 시험 모드의 실험이 있으며, 현장에서 측정하는 Pull-off 실험 등이 있다. 최근에 교통량과 중차량의 증가와 더불어 교량이 장경간화 되어 가면서 평가방법과 기준을 과거보다 엄격하게 할 필요성이 있다. 하지만 현실은 교면포장에 대한 시방규정이 모호하기 때문에 본 논문에서 제시한 국내외의 다양한 평가방법을 통해 적절한 교면포장의 성능을 평가하고 교면포장의 거동특성에 대한 이해를 함으로써 보다 발전된 교량기술을 확보할 수 있을 것이다.

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AN EXPERIMENTAL STUDY ON THE TENSILE STRENGTH OF POSTERIOR RESIN-BASED COMPOSITES (구치부 복합레진의 인장강도에 관한 실험적 연구)

  • Kim, Jae-Gon;Lee, Yong-Hee;Yang, Cheol-Hee;Baik, Byeong-Ju
    • Journal of the korean academy of Pediatric Dentistry
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    • v.28 no.3
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    • pp.464-470
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    • 2001
  • The purpose of this study was to evaluate the tensile strength of light-cured restorative posterior resin-based composites. Five commercially available light-cured composites(Denfil : DF, P60 : PS, Unifil S : US, Z100 : ZH, Z250 : ZT) were used. Rectangular tension test specimens were fabricated in a teflon mold giving 5mm in gauge length and 2mm in thickness. Specimens were subjected to the 5,000 thermal cycles between $5^{\circ}C$ and $55^{\circ}C$ and the immersion time in each bath was 15 second per cycle. Tensile testing was carried out with Instron at a crosshead speed of 0.5mm/min and fractured surface were observed with scanning electron microscope. The obtained results were summarized as follows; 1. The tensile strength of PS was highest. PS was significantly higher than DF, US and ZH(p<0.05) but in the case of ZT was similar to PS(p>0.05). 2. The tensile strength DF was lowest. DF was significantly lower than PS, US, ZH and ZT(p<0.05). 3. The tensile strength of US and ZH were significantly lower than PS and ZT(p<0.05). but were significantly higher than DF(p<0.05). The tensile strength of US and ZH were similar(p>0.05).

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Residual Stress Measurement of Flat Welded Specimen by Electronic Speckle Pattern Interferometry (전자처리스페클패턴 간섭법을 이용한 평판 용접시험편의 잔류응력 측정)

  • Chang, Ho-Seob;Kim, Dong-Soo;Jung, Hyun-Chul;Kim, Kyung-Suk
    • Journal of the Korean Society for Nondestructive Testing
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    • v.32 no.2
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    • pp.149-154
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    • 2012
  • The size and distribution of welding residual stress and welding deformation in welding structures have an effect on various sorts of damage like brittle failure, fatigue failure and stress corrosion cracking. So, research for this problem is necessary continuously. In this study, non-destructive technique using laser electronic speckle pattern interferometry, plate of welding specimen according to the external load on the entire behavior of residual stress are presented measurement techniques. Once, welding specimen force tensile loading, using electronic speckle pattern interferometry is measured. welding specimen of base metal and weld zone measure strain from measured result, this using measure elastic modulus. In this study, electronic speckle pattern interferometry use weld zone and base metal parts of the strain differences using were presented in residual stress calculated value, This residual stress value were calculated by numerical calculation. Consequently, weld zone of modulus high approximately 3.7 fold beside base metal and this measured approximately 8.46 MPa.

Nondestructive Advanced Indentation Technique: The Application Study Industrial Structure to Nanomaterial (비파괴적 연속압입시험: 대형구조물로부터 nano소재까지의 응용연구)

  • Jeon, Eun-Chae;Kwon, Dong-Il;Choi, Yeol;Jang, Jae-Il
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.4
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    • pp.333-346
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    • 2002
  • The continuous indentation techniques are one of the most effective methods to nondestructively estimate mechanical properties. There are many applications in various dimensions of materials from macro-scale, through micro-scale, even to nano-scale range. The macro-range technology of kgf-load level is now focused on the evaluation of tensile properties and residual stress of bulk materials, for example, used in conventional load-bearing structures and in-use pipelines. The technology and the apparatus were successfully developed by a domestic research group. The micro-range technology of gf-load level can be applied to investigate some property-gradient materials such as weldment. Because it has better spatial resolution than the macro-range technology. The nano-range technology (called nanoindentation technique) of mgf-load level is basically used to evaluate hardness and modulus of micro- and nano-materials. Moreover, many researches are going on to measure tensile properties and residual stress. The nanoindentation technology is easy to be applied to the various fields, such as semiconductor devices, multiphase materials, and biomaterials, though other methods are too difficult to be applied due to dimensional or environmental limitations. On the basis of these accomplishments, the international and the domestic standards are being established.

A Study on the Development of a Welding Carriage System for Vertical Weld (수직 용접을 위한 용접 캐리지 시스템 개발에 관한 연구)

  • Byun, Hong-Seok
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.6
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    • pp.246-254
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    • 2016
  • Thick-shell welding for super-sized oil storage tanks is currently done manually, which causes deterioration in quality and a lack of uniformity due to frequent rewelding. The limitations of the external environment must also be considered for manual welding. This paper describes the development of a carriage system for automatic vertical welding to increase reliability, reduce cost, and enhance productivity. The system consists of a welding platform, carriage device, and control unit, which were conceptually designed according to design specifications and manufactured with modular parts. In addition, the structure was analyzed for safety and to predict design problems in advance, and the results are reflected in reviewing the design. To evaluate the performance of the system, a tensile test, bending test, and weld time test were carried out, and the results were satisfactory. The time required for automatic weld was greatly improved by more than 87%, compared to the manual welding time.

Safety Evaluation of Molten Steel Carrier by Using Instrument Indentation Technique (계장화압입시험법을 이용한 용강운반용 구조물의 안전성 평가)

  • Lee, Jeong-Ki;Kim, Yi-Gon;Yoo, Dae-Wha;Kim, Kwang-Ho;Lee, Kyeong-Ro;Kim, Chung-Youb
    • Journal of the Korean Society for Nondestructive Testing
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    • v.34 no.1
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    • pp.53-59
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    • 2014
  • Because a molten steel carrier is used in high-temperature and corrosive environments, erosion and corrosion decrease the thickness of the structure and expand the vent hole for emitting gas generated from refractory bricks. This increases the stress throughout the structure and introduces a significant stress concentration around the vent hole. In addition, the high-temperature environment degrades mechanical properties such as the yield and tensile strengths. These problems seriously affect the safety of the structure. In this study, the safety of a 10-year-old structure was evaluated by analyzing the stress distribution and measuring the mechanical properties of the structure. The mechanical properties were directly measured on the structure surface using the instrument indentation technique.