• Title/Summary/Keyword: Steel Rolling

검색결과 563건 처리시간 0.025초

알루미늄 합금 볼트의 제조 공정 설계 (Manufacturing Process Design of Aluminum Alloy Bolt)

  • 김지환;채수원;한승상;손요헌
    • 한국정밀공학회지
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    • 제27권5호
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    • pp.63-68
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    • 2010
  • The use of aluminum alloy parts in the automotive industry has been increasing recently due to its low weight compared with steel to improve fuel efficiency. Companies in the auto parts' manufacturing sector are expected to meet the government's strict environmental regulations. In this study, manufacturing process of aluminum alloy bolt has been designed from forming to heat treatment. Bolt forming process is composed of cold forging for body and rolling for thread. In this study only cold forging process is considered by employing the finite element method. In the cold forging process, preform shape was designed and damage value was considered for die design. Two steps of forging process has been developed by the simulation and a prototype was manugactured accordingly. As a final process, solution heat treatment and aging process was employed. A final prototype was found to meet the required specifications of tensile strength and dimension.

Fe-Al-Mn 합금의 진동감쇠능 및 인장성질에 미치는 미세조직의 영향 (Effect of Microstructure on the Damping Capacity and Tensile Properties of Fe-Al-Mn Alloys)

  • 손동욱;김재환;이종문;김익수;김한청;강창룡
    • 동력기계공학회지
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    • 제8권4호
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    • pp.31-37
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    • 2004
  • The damping capacity and strength of Fe-2Al-26Mn alloys have been studied for the development of new materials with high strength and damping capacity. Particularly, the effect of ${\alpha}'\;and\;{\varepsilon}$ martensite phase, which constitutes the microstructure of cold rolled Fe-Al-Mn alloys, has been investigated in terms of the strength and damping capacity of the alloys. The damping capacity rises with increasing the degree of cold rolling and reveals the maximum value at 25% reduction. The damping capacity is strongly affected by the volume fraction of ${\varepsilon}$ martensite, while the other phases, such as ${\alpha}'$ martensite and austenite phase, actually exhibit little effect on damping capacity. Considering that tensile strength increases and elongation decreases with increasing the volume fraction of ${\alpha}'$ martensite, it is proved that tensile strength is mainly affected by the amount of ${\alpha}'$ martensite.

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MOCVD 법에 의해 제조된 YBCO 초전도 박막의 물성에 대한 완충층 템플릿의 영향 (Effect of the Buffered-template on the Property of YBCO Superconducting Film Deposited by MOCVD Method)

  • 전병혁;최준규;김찬중
    • Progress in Superconductivity
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    • 제8권1호
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    • pp.27-32
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    • 2006
  • [$YBa_2Cu_3O_{7-x}$] thin films were deposited on various buffered-templates by a metal organic chemical vapor deposition(MOCVD). Three different templates of $CeO_2/YSZ/CeO_2/pure-Ni(CYC),\;CeO_2/YSZ/Y_2O_3/Ni-3at.%W(YYC)$ and $CeO_2/IBAD-YSZ$/stainless steel were used. The Ni and Ni-W alloy tapes were biaxially textured by cold rolling and annealing heat treatment. The dense YBCO films were grown on both the IBAD and YYC templates with no microcrack, while the YBCO films on the CYC templates were grown with the formation of microcracks and NiO. The YBCO film on the YYC template showed the higher $I_c$ than that on CYC template. Especially, the IBAD templates with a thin $CeO_2$(type I) and thick $CeO_2$(type II) top layer were used to compare the deposition nature of the YBCO on them. Comparing the current property of the YBCO films on IBAD templates, the YBCO film deposited on thick $CeO_2$ layer was better than the film on thin $CeO_2$ layer.

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받침배치에 따른 곡선교의 동적응답에 관한 연구 (Dynamic Response of Curved Bridges by Support Arrangement)

  • 김상효;이용선;김태열
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2002년도 봄 학술발표회 논문집
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    • pp.185-191
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    • 2002
  • In this study a 3-dimensional analytical model is developed, which can analyses dynamic responses of curved bridges subject to moving vehicles. A 5-axle semi-trailer is modeled to simulate the actual tire forces that are redistributed by vehicle rolling effect due to the centrifugal force. The 1-span curved bridge with two steel box girders is modeled using the frame elements. The dynamic response characteristics of curved box girder bridges are examined and compared for two different support conditions. One is the case that two shoes are arranged at the outer sides of box girders with larger space between the two shoes and the other is that two shoes at the center of each box girder. In the curved bridges, the dynamic effect of moving vehicles influences the reaction force much more than other responses, such as displacement or stress, especially the upward reaction of inner-radius shoes. It is more advantageous for the reaction considering dynamic effect when shoes are arranged further at the outer sides of box girders than when shoes at the center of each box. The shoes for curved bridges with two-box girder system should be arranged to have larger distance.

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Experimental investigations on the failure modes of ring-stiffened cylinders under external hydrostatic pressure

  • Cho, Sang-Rai;Muttaqie, Teguh;Do, Quang Thang;Kim, Sinho;Kim, Seung Min;Han, Doo-Hwan
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제10권6호
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    • pp.711-729
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    • 2018
  • This paper reports on the experimental investigations on the failure modes of ring-stiffened cylinder models subjected to external hydrostatic pressure. Nine models were welded from general structural steel. The shells were initially formed by cold-rolling, and flat-bar ring frames were welded to the shell. The hydrostatic pressure tests were conducted by using water as the medium in pressure chambers. The details of the preparation and main test were briefly explained. The investigation identified the consequence of the structural failure modes, including: shell yielding, local shell buckling between ring stiffeners, overall buckling of the shell together with the stiffeners, and interactive buckling mode combining local and overall buckling. In addition, the ultimate strengths were predicted by using existing design codes. Non-linear numerical computations were also conducted by employing the actual imperfection coordinates. Finally, accuracy and reliability of the predictions of design formulae and numerical were substantiated with the test results.

SmartCrown Roll Profile 형상에 따른 Work Roll과 Back-up Roll 접촉경계면의 응력해석 (Stress Analysis at the Contact Boundary between the Work Roll and the Back-up Roll for a SmartCrown Roll Profile Shape)

  • 송승호;김상록;김기원
    • 소성∙가공
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    • 제24권3호
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    • pp.212-217
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    • 2015
  • SmartCrown is a system to control the plate crown by shifting the sine-shaped work rolls in the axial direction. The control range of the plate crown depends on a depth of sine-shaped roll profile because the roll radius varies continuously along the axial direction. When the roll profile is changed to improve the control range, the contact stress between the work roll and the back-up roll also changes. In the current study, the contact stress for various profiles and rolling conditions were analyzed using the finite element method and compared with results from Hertzian contact theory. A submodel method is used to increase the accuracy of the finite element analysis. The analysis results showed that the maximum increase in the contact stress was only 53MPa, so it is anticipated that no back-up roll spalling will occur.

극저탄소강의 고용 탄소 함량에 미치는 시멘타이트 석출 속도 모델링 (Modeling of Cementite Precipitation Kinetics on Solute Carbon Content in Extra and Ultra Low Carbon Steels)

  • 최종민;박봉준;김성일;이경섭;이경종
    • 대한금속재료학회지
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    • 제48권3호
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    • pp.187-193
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    • 2010
  • The solute carbon content in ferrite is one of the important factors to obtain good formability in low carbon steels. Although most of the carbons are consumed by the formation of grain boundary cementite during coiling after hot-rolling, the carbon content after coiling is normally observed much more than that of equilibrium. In this study, a classical nucleation and growth model is used to simulate the precipitation kinetics of the grain boundary cementite from coiling temperature (CT) to room temperature (RT). The predicted precipitation behaviors depending on the initial carbon content and the cooling rate are compared with the reported. As a result, the lateral growth of thickening of cementite is a major factor for the sluggish reaction of grain boundary cementite. The reduction of solute carbon content after coiling is divided into three regions: a) increase due to no cementite precipitation, b) decrease due to the fast length-wise growth of cementite, c) increase due to the slow thickness-wise growth of cementite.

박판 자성 재료를 이용한 전력 케이블 인근의 자기장 차폐 (Magnetic Shielding with Thin Magnetic Materials near Power Cables)

  • 김상범;소준영;신구용;정진혜;명성호
    • 한국전자파학회논문지
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    • 제20권7호
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    • pp.639-647
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    • 2009
  • 본 연구에서는 자기장 차폐를 위하여 3상 전력 케이블을 얇은 자성 판재로 둘러싸는 방법을 제안한다. 두꺼운 상용 뮤-메탈, 방향성 및 무방향성 규소 강판을 출발 재료로 하여 두께 0.1 mm의 차폐재 3종류를 제조하였다. 3상 전류일 때, 차폐재 위치의 자기장이 100 ${\mu}T$ 정도이면 뮤-메탈이 (SF<0.1) 가장 효과적이었고, 500 ${\mu}T$ 이상 이면 규소 강판이 (SF 0.3${\sim}$0.4) 더 효과적이었다. 또한, 안쪽에 방향성 규소 강판, 바깥쪽에 뮤-메탈을 함께 둘러쌀 경우 500 ${\mu}T$까지도 SF 를 0.1 이하로 할 수 있었다. 한편, 단상 전류에서는 고 투자율 소재의 적용은 오히려 자기장을 증가시키는 결과를 보였다. 이상의 결과는 자기장 강도 H의 크기에 따라 각 소재의 투자율 우열이 서로 다른 점과 이로 인해 차폐재 내에 유도되는 자기장 벡터와 원래의 자기장 벡터의 상호 상쇄 및 중첩 작용으로 설명할 수 있었다.

라커베어링 모델에 따른 교량의 지진거동 (Seismic Performance of Bridges with the Modeling of Expansion Rocker Bearings)

  • 최은수
    • 한국강구조학회 논문집
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    • 제14권6호
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    • pp.755-763
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    • 2002
  • 미국 중부 및 동남부에 위치한 많은 교량의 형식은 강거더와 콘트리트 슬래브의 복합 상부구조를 가지는 교량으로, 이들은 주로 라커베어링에 의해 상부구조가 지지 되어있다. 지진해석에서 이동식 라커베어링은 롤러나 마찰력으로 모델링 되는 것이 일반적이다. 그러나, 라커베이링은 일정 거리를 움직인 후 핀틀에 의해서 락킹되고, 이는 교량의 지진거동에 상당한 영향을 주리라고 판단된다. 본 연구는 이동식 라커베어링의 모델형식(롤러, 마찰력, 마찰력과 하드닝, 그리고 마찰력과 락킹)에 따른 다경간 단순지지 및 연속교에서의 지진거동을 고찰하였다. 락킹모델은 급격한 강성의 변화를 나타내는 요소를 포함하고 있어, 시간이력해석에서 발산의 위험이 있으므로 사용성이 떨어진다. 반면, 롤러나 마찰력은 모델이 간단하여 사용이 간편하고 수렴의 문제가 없으나, 지나치게 큰 지진응답을 발생할 우려가 있다. 본 연구의 목적은 이동식 라커베어링의 간단한 세 모델 중, 어느 모델이 실제에 가장 가까운 마찰력+락킹 모델에 유사한 응답을 발생시키는가를 살펴보고자 하는데 있다. 롤러모델은 락킹모델에 비해 큰 값을 나타내므로, 사용하는 것이 바랍직하지 않다. 마찰모델은 약한 지진운동에서 상부구조의 변위가 작아 라커베어링에 락킹현상이 발생하지 않을 때 적합하다. 중 또는 강진운동에서는 락킹현상이 발생하므로, 마찰력과 하드닝을 고려한 모델이 실제 응답에 가장 유사한 것으로 판단되었다.

Chip Seals 시공을 위한 롤러 종류에 따른 기초적인 연구 (A Preliminary Study of Roller Types for Chip Seals Construction)

  • 이재준;김영수
    • 한국도로학회논문집
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    • 제12권3호
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    • pp.79-85
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    • 2010
  • 본 논문은 골재부착력(aggregate retention) 평가를 통해서 칩실(chip seal)에서 사용되는 롤러 종류의 기초적인 연구 결과를 설명하고 있다. 입도 78M의 화강암 골재와 CRS-2 이멀젼(emulsion)을 사용하여 single layer 칩실 테스트 구간을 시공하였으며, 3개의 다른 롤러 종류를 사용하였다. 사용된 롤러 종류는 pneumatic tire roller, steel wheel roller, and combination roller를 사용하였다. 세 종류의 롤러의 성능을 효과적으로 연구하기 위해서는 시공현장으로부터 직접 테스트용 시편을 얻는 것이 매우 중요하기 때문에, 노스캐롤라이나 주, Bailey에 있는 New Sandy Hill Church Road에서 테스트 구간 설정하고 일반적인 노스캐롤라이나 주의 칩실시공 절차에 준하여 시공을 실시하였다. 테스트 구간에서 제작된 시편들을 실험실로 옮겨서 골재부착력(aggregate retention) 성능평가를 실시하였다. 골재의 부착력을 평가하기 위해서 flip-over test(FOT), Vialit test, and the third-scale Model Mobile Loading Simulator (MMLS3) 시험방법들을 채택하였다. 세 가지의 시험결과들과 시험시공 현장에서 관측된 육안조사를 통해서 다음과 같은 롤러 종류와 순서를 추천하게 되었다. pneumatic tire roller 와 combination roller를 함께 사용하며 처음에 pneumatic tire roller가 다짐을 한 뒤에 그 뒤를 combination roller가 다짐하는 순서로 다짐작업을 함으로써 칩실의 성능이 향상 되리라 사료된다.