• 제목/요약/키워드: Failure load

검색결과 3,067건 처리시간 0.037초

자동차 차체용 TRIP강판의 저항 점용접부 Partial Interfacial Fracture 특성에 관한 연구 (Characterization of Partial Interfacial Fracture on Resistance Spot-Welded TRIP Steels for Automotive Applications)

  • 최철영;김인배;김양도;박영도
    • 대한금속재료학회지
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    • 제50권2호
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    • pp.136-145
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    • 2012
  • Resistance spot welding of TRIP780 steels was investigated to enhance understanding of weld fracture mode after tensile shear testing (TST) and L-shape tensile testing (LTT). The main failure mode for spot welds of TRIP780 steels was partial interfacial fracture (PIF). Although PIF does not satisfy the minimum button diameter (4${\surd}$t) for acceptable welds, it shows enough load carrying capacity of resistance spot welds for advanced high strength steels. In the analysis of displacement controlled L-shape tensile test results, cracks initiated at the notch of the faying surface and propagated through the interface of weldments, and finally, cracks change path into the sheet thickness direction. Use of the ductility ratio and CE analysis suggested that the occurrence of PIF is closely related to high hardness and brittle welds, which are caused by fast cooling rates and high chemical compositions of TRIP steels. Analysis of the hold time and weld time in a welding schedule demonstrated that careful control of the cooling rate and the size of a weld nugget and the HAZ zone can reduce the occurrence of PIF, which leads to sound welds with button fractures (BFs).

Polysaccharide-based superhydrophilic coatings with antibacterial and anti-inflammatory agent-delivering capabilities for ophthalmic applications

  • Park, Sohyeon;Park, Joohee;Heo, Jiwoong;Lee, Sang-Eun;Shin, Jong-Wook;Chang, Minwook;Hong, Jinkee
    • Journal of Industrial and Engineering Chemistry
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    • 제68권
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    • pp.229-237
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    • 2018
  • Medical silicone tubes are generally used as implants for the treatment of nasolacrimal duct stenosis. However, side effects such as allergic reactions and bacterial infections have been reported following the silicone tube insertion, which cause surgical failure. These drawbacks can be overcome by modifying the silicone tube surface using a functional coating. Here, we report a biocompatible and superhydrophilic surface coating based on a polysaccharide multilayer nanofilm, which can load and release antibacterial and anti-inflammatory agents. The nanofilm is composed of carboxymethylcellulose (CMC) and chitosan (CHI), and fabricated by layer-by-layer (LbL) assembly. The LbL-assembled CMC/CHI multilayer films exhibited superhydrophilic properties, owing to the rough and porous structure obtained by a crosslinking process. The surface coated with the superhydrophilic CMC/CHI multilayer film initially exhibited antibacterial activity by preventing the adhesion of bacteria, followed by further enhanced antibacterial effects upon releasing the loaded antibacterial agent. In addition, inflammatory cytokine assays demonstrated the ability of the coating to deliver anti-inflammatory agents. The versatile nanocoating endows the surface with anti-adhesion and drug-delivery capabilities, with potential applications in the biomedical field. Therefore, we attempted to coat the nanofilm on the surface of an ophthalmic silicone tube to produce a multifunctional tube suitable for patient-specific treatment.

Type III 고압수소저장용기의 설계 안전성 연구 (A Study on the Design Safety of Type III High-Pressure Hydrogen Storage Vessel)

  • 박우림;전상구;김송미;권오헌
    • 한국안전학회지
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    • 제34권5호
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    • pp.7-14
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    • 2019
  • The type III vessel, which is used to store high-pressure hydrogen gas, is made by wrapping the vessel's liner with carbon fiber composite materials for strength performance and lightening. The liner seals the internal gas and the composite resists the internal pressure. The properties of the fiber composite material depends on the angle and thickness of the fiber. Thus, engineers should consider these various design variables. However, it significantly increases the design cost due to the trial and error under designing based on experience or experiments. And, for aluminum liners, fatigue loads due to using and charging could give a huge impact on the performance of the structure. However, fatigue failure does not necessarily occur in the position under the highest load in use. Therefore, for hydrogen storage vessel, fatigue evaluation according to design patterns is essential because stress distribution varies depend on composite layer patterns. This study performed an optimization analysis and evaluated a high-pressure hydrogen storage vessel to minimize these trial and error and improve the reliability of the structure, while simultaneously conducting fatigue assessment of all patterns derived from the optimization analysis process. The results of this study are thought to be useful in the strength improvement and life design of composite reinforced high-pressure storage vessels.

스트레인게이지 타입 회전형 공구동력계 개발과 3축 정적 하중 검증 (Development of Strain-gauge-type Rotational Tool Dynamometer and Verification of 3-axis Static Load)

  • 이동섭;김인수;이세한;왕덕현
    • 한국기계가공학회지
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    • 제18권9호
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    • pp.72-80
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    • 2019
  • In this task, the tool dynamometer design and manufacture, and the Ansys S/W structural analysis program for tool attachment that satisfies the cutting force measurement requirements of the tool dynamometer system are used to determine the cutting force generated by metal cutting using 3-axis static structural analysis and the LabVIEW system. The cutting power in a cutting process using a milling tool for processing metals provides useful information for understanding the processing, optimization, tool status monitoring, and tool design. Thus, various methods of measuring cutting power have been proposed. The device consists of a strain-gauge-based sensor fitted to a new design force sensing element, which is then placed in a force reduction. The force-sensing element is designed as a symmetrical cross beam with four arms of a rectangular parallel line. Furthermore, data duplication is eliminated by the appropriate setting the strain gauge attachment position and the construction of a suitable Wheatstone full-bridge circuit. This device is intended for use with rotating spindles such as milling tools. Verification and machining tests were performed to determine the static and dynamic characteristics of the tool dynamometer. The verification tests were performed by analyzing the difference between strain data measured by weight and that derived by theoretical calculations. Processing test was performed by attaching a tool dynamometer to the MCT to analyze data generated by the measuring equipment during machining. To maintain high productivity and precision, the system monitors and suppresses process disturbances such as chatter vibration, imbalances, overload, collision, forced vibration due to tool failure, and excessive tool wear; additionally, a tool dynamometer with a high signal-to-noise ratio is provided.

Spatially Distributed Model for Soil Loss Vulnerability Assessment in Mekong River Basin

  • Thuy, H.T.;Lee, Giha;Lee, Daeeop;Sophal, Try
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2016년도 학술발표회
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    • pp.188-188
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    • 2016
  • The Mekong which is one of the world's most significant rivers plays an extremely important role to South East Asia. Lying across six riparian countries including China, Myanmar, Thailand, Laos, Cambodia and Vietnam and being a greatly biological and ecological diversity of fishes, the river supports a huge population who living along Mekong Basin River. Therefore, much attention has been focused on the giant Mekong Basin River, particularly, the soil erosion and sedimentation problems which rise critical impacts on irrigation, agriculture, navigation, fisheries and aquatic ecosystem. In fact, there have been many methods to calculate these problems; however, in the case of Mekong, the available data have significant limitations because of large area (about 795 00 km2) and a failure by management agencies to analyze and publish of developing countries in Mekong Basin River. As a result, the Universal Soil Loss Equation (USLE) model in a GIS (Geographic Information System) framework was applied in this study. The USLE factors contain the rainfall erosivity, soil erodibility, slope length, steepness, crop management and conservation practices which are represented by raster layers in GIS environment. In the final step, these factors were multiplied together to estimate the soil erosion rate in the study area by using spatial analyst tool in the ArcGIS 10.2 software. The spatial distribution of soil loss result will be used to support river basin management to find the subtainable management practices by showing the position and amount of soil erosion and sediment load in the dangerous areas during the selected 56- year period from 1952 to 2007.

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Finite element analysis and axial bearing capacity of steel reinforced recycled concrete filled square steel tube columns

  • Dong, Jing;Ma, Hui;Zou, Changming;Liu, Yunhe;Huang, Chen
    • Structural Engineering and Mechanics
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    • 제72권1호
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    • pp.43-60
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    • 2019
  • This paper presents a finite element model which can simulate the axial compression behavior of steel reinforced recycled concrete (SRRC) filled square steel tube columns using the ABAQUS software. The analytical model was established by selecting the reasonable nonlinear analysis theory and the constitutive relationship of material in the columns. The nonlinear analysis of failure modes, deformation characteristics, stress nephogram, and load-strain curves of columns under axial loads was performed in detail. Meanwhile, the influences of recycled coarse aggregate (RCA) replacement percentage, profile steel ratio, width thickness ratio of square steel tube, RAC strength and slenderness ratio on the axial compression behavior of columns were also analyzed carefully. It shows that the results of finite element analysis are in good agreement with the experimental results, which verifies the validity of the analytical model. The axial bearing capacity of columns decreased with the increase of RCA replacement percentage. While the increase of wall thickness of square steel tube, profile steel ratio and RAC strength were all beneficial to improve the bearing capacity of columns. Additionally, the parameter analysis of finite element analysis on the columns was also carried out by using the above numerical model. In general, the SRRC filled square steel tube columns have high bearing capacity and good deformation ability. On the basis of the above analysis, a modified formula based on the American ANSI/AISC 360-10 was proposed to calculate the nominal axial bearing capacity of the columns under axial loads. The research conclusions can provide some references for the engineering application of this kind of columns.

Effect of tapered-end shape of FRP sheets on stress concentration in strengthened beams under thermal load

  • El Mahi, Benaoumeur;Kouider Halim, Benrahou;Sofiane, Amziane;Khalil, Belakhdar;Abdelouahed, Tounsi;Adda Bedia, El Abbes
    • Steel and Composite Structures
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    • 제17권5호
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    • pp.601-621
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    • 2014
  • Repairing and strengthening structural members by bonding composite materials have received a considerable attention in recent years. The major problem when using bonded FRP or steel plates to strengthen existing structures is the high interfacial stresses that may be built up near the plate ends which lead to premature failure of the structure. As a result, many researchers have developed several analytical methods to predict the interface performance of bonded repairs under various types of loading. In this paper, a numerical solution using finite - difference method (FDM) is used to calculate the interfacial stress distribution in beams strengthened with FRP plate having a tapered ends under thermal loading. Different thinning profiles are investigated since the later can significantly reduce the stress concentration. In the present theoretical analysis, the adherend shear deformations are taken into account by assuming a parabolic shear stress through the thickness of both beam and bonded plate. The shear correction factor for I-section beams is also included in the solution. Numerical results from the present analysis are presented to demonstrate the advantages of use the tapers in design of strengthened beams.

COLLAPSE PRESSURE ESTIMATES AND THE APPLICATION OF A PARTIAL SAFETY FACTOR TO CYLINDERS SUBJECTED TO EXTERNAL PRESSURE

  • Yoo, Yeon-Sik;Huh, Nam-Su;Choi, Suhn;Kim, Tae-Wan;Kim, Jong-In
    • Nuclear Engineering and Technology
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    • 제42권4호
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    • pp.450-459
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    • 2010
  • The present paper investigates the collapse pressure of cylinders with intermediate thickness subjected to external pressure based on detailed elastic-plastic finite element (FE) analyses. The effect of the initial ovality of the tube on the collapse pressure was explicitly considered in the FE analyses. Based on the present FE results, the analytical yield locus, considering the interaction between the plastic collapse and local instability due to initial ovality, was also proposed. The collapse pressure values based on the proposed yield locus agree well with the present FE results; thus, the validity of the proposed yield locus for the thickness range of interest was verified. Moreover, the partial safety factor concept based on the structural reliability theory was also applied to the proposed collapse pressure estimation model, and, thus, the priority of importance of respective parameter constituting for the collapse of cylinders under external pressure was estimated in this study. From the application of the partial safety factor concept, the yield strength was concluded to be the most sensitive, and the initial ovality of tube was not so effective in the proposed collapse pressure estimation model. The present deterministic and probabilistic results are expected to be utilized in the design and maintenance of cylinders subjected to external pressure with initial ovality, such as the once-through type steam generator.

RC Building 구조물의 폭발해석 및 손상평가 (Blast Analysis and Damage Evaluation for Reinforced Concrete Building Structures)

  • 박양흠;윤성환;장일영
    • 대한토목학회논문집
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    • 제41권4호
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    • pp.331-340
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    • 2021
  • 본 논문은 비예측 극한하중인 폭발하중에 노출된 RC building 구조물의 폭발손상평가를 위한 수치해석적 연구이다. 수치해석의 효율성 및 정확성을 높이기 위해, 폭발하중에 대한 정의, 유체-구조 연성을 위한 Euler-Lagrange 커플링 기법 적용, 그리고 고변형률 속도가 고려된 콘크리트 및 강재 재료구성모델이 제안된다. 특히 효율적인 폭발하중 정의를 위해, Euler-FCT 기법을 통하여 TNT 질량에 따른 시간별 압력하중 데이터가 확보되고, 이는 RC building 구조물 총 7 지점의 폭발위치에 적용되며, ANSYS-AUTODYN 솔버에 연결되어 수치 시뮬레이션이 수행된다. 해석결과, TNT 질량 및 폭발 위치에 따라 손상 차이가 발생하였으며, 먼저 TNT 질량 20 kg 일 경우 3 곳의 폭발손상 지점에서 주부재 중 슬래브에서만 중간 및 가벼운 손상이 발생되었고, TNT 질량 100 kg 일 경우 5 곳의 폭발손상 지점 중 3 곳은 슬래브 및 보 부재에서 중간 손상이 발생되었으며, 2 곳은 슬래브에서 심각한 손상이 발생되었다.

분로리액터 개폐 과전압 해석을 위한 EMTP 모델링 (Electromagnetic Transient Program Modeling for Analysis of Switching Over-Voltage on Shunt Reactor)

  • 오승열;전인영;한기선;강지원
    • KEPCO Journal on Electric Power and Energy
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    • 제6권4호
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    • pp.393-397
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    • 2020
  • 무효전력 보상설비인 분로리액터는 전력계통의 부하 패턴에 따라서 하루에도 수 회 정도 차단기에 의해 운전되거나 정지된다. 분로리액터개폐 시 몇 가지 요인에 의해 발생하는 과전압은 차단기의 절연 성능을 저하시키며, 계통을 구성하는 전력기기에 심각한 전압 스트레스를 유발한다. 분로리액터 개폐 과정에서 발생하는 과도현상을 측정하는 것은 계통을 모의하여 차단기 성능을 검증하는 시험소 수준에서는 가능하나, 실제 계통 운전 중에 발생하는 과도현상을 측정하는 것은 여러 가지 제약으로 어려움이 있다. 따라서 본 논문에서는 실 계통에서 지상 소전류 차단과정에서 가혹한 과도회복전압(TRV: Transient Recovery Voltage)을 유발하는 재발호(reignition)나 전류재단(current chopping) 현상에 대한 해석을 위해 전자계과도해석프로그램(EMTP: Electro-magnetic Transients Program)을 활용한 모델링 과정과 이를 토대로 분로리액터 개폐 과정에서 차단기의 고장을 유발하는 주된 현상에 대해 해석하고자 한다.