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        검색결과 96

        81.
        2018.09 KCI 등재 서비스 종료(열람 제한)
        최근에 오스테나이트와 페라이트의 조직을 갖는 듀플렉스계 스테인리스강이 개발되었고 오스테나이트계 스테인리스강에 비해 고강도, 응력부식균열에 대한 고내식성과 재료비절감으로 다양한 산업분야에서 사용량이 증가되고 있다. 그러나, 현재 스테인리스강은 한국 건축구조기준에 구조용재료로 지정되어 있지 않고 구조설계기준도 마련되어 있지 않는 실정이다. 이 연구에서는 2행 1열 듀플렉스계 스테인리스강(STS329FLD) 볼트접합부에 대한 구조적 성능을 조사하기 위한 실험적 연구를 수행하였다. 주요변수는 전단접합형태(일면전단과 이면 전단)과 하중방향 연단거리이다. 종국파단형태는 전형적인 블록전단파단, 인장파단과 면외변형이 관찰되었다. 일면전단 접합부에서 면외변 형발생으로 최대 20%까지 내력저하가 발생되었다. 실험최대내력은 현행설계기준 AISC/AISI/KBC, EC3와 AIJ 및 기존연구자에 의한 제안된 식에 의한 예측내력과 비교하였다. 면외변형이 발생하지 않은 접합부에 대해서 실제 전단파단단면을 고려한 Clement & The의 식에 의한 예측 내력이 실험내력에 가장 근접했고 면외변형을 동반한 접합부에 대해서는 면외변형을 고려해 제안한 Kim & Lim식에 의해서 과대평가하는 것으로 나타났다.
        82.
        2018.05 KCI 등재 서비스 종료(열람 제한)
        본 연구에서는 탄소 포집 물질인 γ-C2S를 함유하고 있는 Stainless Steel Slag AOD를 포함한 시멘트 페이스트의 역학적 및 미세구조 변화를 연구하였다. γ-C2S는 비수경성이며 그러므로 물과 반응하지 않는다. 그러나 γ-C2S는 물에 의한 탄산화 양생조건에서 반응성을 가지고 있다. 그 반응은 페이스트 안의 공극을 치밀하게 형성하기 때문에 STS-A를 사용한 시멘트 페이스트의 공극구조는 탄산화 (CO2 농도는 약 5%)후에 수은압입시험에 의해 측정될 수 있다. 또한 Fractal 특성은 시멘트 페이스트의 미세구조변화는 탄산화 영향에 대하여 연구하였다. 그 결과로부터 STS-A를 포함하는 탄산화 시멘트 페이스트는 강도가 증가하였고 공극구조는 더 치밀해졌다.
        83.
        2018.04 서비스 종료(열람 제한)
        In this study, structural behaviors such as ultimate strength and fracture shape of duplex stainless steel (STS329FLD) fillet-welded connections according to welding direction were investigated through monotonic tensile test. Main variables are weld length and welding direction against the loading direction. Specimens of SDTFW series (transverse to the loading direction) and SDLFW series (longitudinal to the loading direction) failed by tensile fracture and shear fracture, respectively. Ultimate strengths got higher with the increase of weld length and SDTFW series showed higher ultimate strengths than SDLFW series.
        84.
        2018.01 KCI 등재 서비스 종료(열람 제한)
        오스테나이트계 스테인리스강은 우수한 내식성, 내구성 및 내화성을 지닌다. 특히, 오스테나이트계 스테인리스강중의 대표인 STS304에 비해 저탄소를 함유하고 있는 STS304L은 현장용접 후 별도의 열처리 없이 높은 내입계부식성능을 지니고 있어 용접후 내입계 부식이 우려되는 부재접합에 적용할 수 있다. 본 연구에서는 티그(TIG)용접으로 필릿 용접된 STS304L 용접접합부의 용접재(용착금속부) 내력과 파단 메카니즘을 조사하고자 한다. 주요변수인 하중방향에 대한 용접선의 배치에 따라 TFW(하중직각방향 용접), LFW(하중방향용접), FW (하중방향용접과 하중직각방향 용접조합)시리즈의 실험체를 제작하여 인장실험을 실시하였고, 각각 인장파단,전단파단, 블록전단파단(인장 파단과 전단파단의 조합)이 발생하였다. 동일 용접길이에 대해 TFW 시리즈의 접합부가 가장 높은 내력을 나타났으며, 현행기준식( KBC2016/AISC2010)과 기존 연구자의 식에 의한 예측내력과 비교한 결과, TFW와 LFW접합부는 과소평가되었고 FW실험체는 과대평가되었다 .실제 파단 위험단면과 블록전단파단 메카니즘을 고려한 내력식을 제안하였다.
        85.
        2017.10 KCI 등재 서비스 종료(열람 제한)
        This study focused on the ultimate behaviors(ultimate strength and fracture mode ) of single shear bolted connection with austenitic sainless steel(STS201) and curling effect on the ultimate strength using finite element analysis based on test results. Main variables are end distance in the parallel direction to loading and edge distance in the perpendicular direction to loading. The validation of finite element analysis procedures was verified through the comparisons of ultimate strength, fracture mode and curling(out-of-plane deformation) occurrence between test results and numerical predictions. Curling was observed in both test and analysis results and it reduced the ultimate strength of single- shear bolted connections with relatively long end distances. Strength reduction ratios caused by curling were estimated quantitatively by maximum 19%, 32%, respectively for specimens with edge distance, 48 mm and 60 mm compared with strengths of uncurled connections with restrained out-of-plane deformation. Finally, analysis strengths were compared with current design strengths and it is found that design block shear equations did not provide the accurate predictions for bolted connections with strength reduction by curling.
        86.
        2017.09 KCI 등재 서비스 종료(열람 제한)
        Soluble cutting fluids (SCFs) have been used in metal machining processes to improve the quality of metal processing equipment and products in modern society. Because the characteristics among metal machining processes differ, various types of cutting fluids are manufactured to enhance the cutting efficiency of different metals. Although SCFs are useful and essential materials, particular treatment is required attributable to the high concentration of nitrogen materials and chemical oxygen demand (COD). In this study, the removal efficiency of total nitrogen (T-N) contained in SCFs was analyzed using electrochemical treatment. The electrode was made of 316 stainless steel, which had been perforated to prevent an imbalanced sample concentration in the reactor. Cathodic and anodic electrodes were alternately inserted into an acrylic reactor. The removal efficiency of T-N in SCFs using 40 A/m2, 60 A/m2, and 80 A/m2 current density, was 48.2%, 61.5% and 69.3%, respectively. The removal efficiency of T-N in SCFs with the addition of 0, 5 mM, and 10 mM NaCl was 69.3%, 74.6%, 77.6%, respectively.
        87.
        2017.09 서비스 종료(열람 제한)
        In this paper, block shear fracture behavior in base metal of fillet-welded connection fabricated with duplex stainless steel (STS329FLD) were investigated through experimental procedures. Main variables are weld lengths in the longitudinal and the transverse directions of applied force. As a result, test specimens failed by typical block shear facture (the combination of tensile fracture and shear-out fracture) in base metal not weld metal. Ultimate strength of the specimens tended to get higher with the increase of the weld lengths.
        88.
        2017.09 서비스 종료(열람 제한)
        Recently, the use of duplex stainless steel which has a two-phase microstructure consisting of grains of ferritic and austenitic stainless steel has been increased in a variety of industrial fields. Especially, STS329FLD with lower nickel content and higher yield strength compared with austenitic stainless steel has been developed. In this paper, experiments have been conducted to investigate the structural behaviors of single shear duplex stainless steel(STS329FLD) bolted connection with four bolts. Specimens with relatively long end distance failed by block shear fracture accompanied with curling (out-of-plane deformation) and the curling reduced the ultimate strength.
        89.
        2016.10 KCI 등재 서비스 종료(열람 제한)
        An electrochemical treatment has great efficiency for the removal of non-biodegradable material and it has high applicability in wastewater treatment due to its short operating time. The purpose of this study using an electrochemical process is to provide fundamental data on the cutting fluid treatment, which has difficulties in the treatment of nonbiodegradable material. The results are as follows. Experimental data in relation to applied voltage and concentration of NaCl are outlined. With no addition of NaCl, and an applied voltage of 5 V, 10 V, or 15 V for 60 mins, the removal rates of CODMn were 29.87%, 55.32%, and 67.27% for each voltage. The removal rates of CODCr were 39.51%, 70.73%, and 85.37%, respectively. The removal rates of CODMn and CODCr increased with increasing applied voltage. These experimental results showed that the removal rate of COD with varying concentrations of NaCl (0 mM, 5 mM, 10 mM) increased increasing NaCl concentration.
        90.
        2016.10 서비스 종료(열람 제한)
        This study focused on the ultimate strength and curling effect on the strength of single shear bolted connection with austenitic sainless steel (STS201) using finite element analysis. The validation of finite element analysis was verified through the comparisons of ultimate strength and fracture mode between existing test results and numerical predictions. Curling (out-of-plane deformation) was observed in both test and analysis and it reduced the ultimate strength of single shear bolted connections with relatively long end distances. Strength reduction ratio caused by curling was estimated quantitatively by maximum 19%, 32%, respectively for specimens with edge distance, 48mm and 60mm compared with strengths of uncurled connections with restrained out-of-plane deformation.
        91.
        2016.04 서비스 종료(열람 제한)
        Ultimate behaviors such as ultimate strength and fracture mechanism of fillet-welded connections with TIG(tungsten inert gas) welding have been investigated through test results. Main variables of specimens are weld length and welding direction against loading and ultimate strengths were compared according to the variables. Ultimate strengths were compared with current design predictions and modified design equations were proposed to consider the strength difference according to welding direction.
        92.
        2015.10 서비스 종료(열람 제한)
        This paper is to investigate the stress-strain curves for STS 201 austenitic stainless steel over the full strain range. Ramberg-Osgood expression can be used to predict the stress-strain curve up to the 0.2% proof stress. Rasmussen and Shin have developed the approach for stress-strain curve of stainless steels beyond 0.2% proof stress based on the Ramberg-Osgood concept. However, for STS201 stainless steel, two existing concepts were not available for predicting the curves and therefore modified method was discussed in this paper.
        93.
        2015.04 서비스 종료(열람 제한)
        In this study, seismic isolation technology to the stainless steel warm integrated water tank structure is suggested and isolation effects on response reduction are studied for the proposed seismic isolation technology. A seismic isolation system is installed on the base of the stainless steel warm integrated water tank. Analysis result, the earthquake loading is greatly reduced and the accelerations of superstructure are greatly reduced.
        94.
        2015.04 서비스 종료(열람 제한)
        In this study, using the finite element program(ANSYS), was carried out the modeling for the stainless steel large capacity water tank. In addition, it was confirmed the safety of the structure of the snow and wind load. In addition, we performed a optimization design. As a result, it was confirmed for the combination load and maximum stress to occur into the allowable stress.
        95.
        2014.05 KCI 등재 서비스 종료(열람 제한)
        최근 골재 수급불균형 문제 및 천연자원 고갈에 관한 사회적 관심이 집중되는 가운데, 종래 철강공정에서 부산물로 발생하는 슬래그 중 전기로 산화슬래그는 그 물리적 특성이 일반 골재와 유사한 특성이 있어 콘크리트용 골재로서 활용가능성이 높게 평가되나 슬래그 중 함유되어 있는 free-CaO에 의한 표면결함을 야기하는 문제를 내재하고 있다. 본 연구는 이러한 전기로 산화슬래그 골재의 화학적 안정성 확보 방안을 도출하고 이를 통해 안정화된 슬래그 골재를 용도별 콘크리트용 잔골재로 활용하여 콘크리트의 역학적 성능 및 내구성능을 실험적으로 평가함으로서 최종적으로 전기로 산화슬래그 잔골재의 활용방안을 제시하는 데 그 목적이 있다. 본 연구결과, 전기로 산화슬래그의 골재입경 조정, 소정 기간 동안의 자연 에이징 처리에 의해 팝아웃 등의 표면결함을 대폭 저감할 수 있는 것으로 나타났으며, 콘크리트 용도별 대체율에 따른 역학적 성능 및 내구성능은 일반 골재와 비교하여 동등 또는 동등 이상의 성능을 발현하는 것으로 평가되었다. 향후 전기로 산화슬래그 잔골재 활용시에는 콘크리트의 미관저해 현상이 나타나지 않도록 충분한 사전 에이징 또는, 가공처리 등 안정성 확보를 위한 품질관리가 선행되어야 할 것이다. 또한, 철강부산물의 친환경적인 자원순환 시스템을 확립하기 위해서는 전기로 산화슬래그 골재에 대한 품질관리방안 확립과 더불어 다양한 용도개발이 이루어져야 하며 각종 공학적 특성 및 내구성에 관한 지속적인 연구개발이 이루어져야 할 것이다.
        96.
        2013.10 서비스 종료(열람 제한)
        Generally, bolted connection was used in stainless steel structural basic design for stainless steel bolted connection is similar to that of carbon steel connection. However, stainless steel with high ductility can be more beneficial if the mechanical characteristics are well used. Experimental and analysis studies had conducted. Curling was observed in some specimens with a relatively long end distance and affected strength reduction of bolted connection. Besides, finite element model had developed and its validation was verified through comparison with test results. In this paper, parametric analysis was performed using proven FE model. Key variables are the end distance and plate thickness of bolted connection. Ultimate strength and curling effect were also investigated.
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