• Title/Summary/Keyword: failure behaviors

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Buckley-James Type Estimators for Entropy of Lifetimes under Random Censorship Model (임의중단모형에서 수명의 엔트로피에 대한 Buckley-James형 추정량)

  • 이재만;차영준;이우동;김종태
    • Journal of Korea Society of Industrial Information Systems
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    • v.5 no.2
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    • pp.62-69
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    • 2000
  • In this paper, we propose two Buckley-James type nonparametric estimators for entropy of lifetimes under random censorship model. We investigate the small sample behaviors of the proposed estimators when the underlying distribution has decreasing failure rate, constant failure rate, and increasing failure rate. Also some examples are illustrated for analysing data.

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Effect of Lateral Reinforcement Details to Seismic Performance of RC Piers having Partial Lap-spliced Longitudinal Bars (중실사각단면 교각의 횡철근 상세에 따른 내진성능)

  • An, Jun-Hyuk;Sun, Chang-Ho;Jeong, Hyeok-Chang;Kim, Ick-Hyun;Lee, Jong-Seok
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.53-56
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    • 2006
  • Due to the bond failure of lap-spliced longitudinal bars very brittle failure is conducted in existing RC columns. This failure can be, however, prevented by providing partial lap spliced longitudinal bars. But the deformability of columns having various lateral confinements is not confirmed yet. In this study scale models with different confinements were tested to investigate characteristics of seismic behaviors. It was confirmed that deformability was increased dramatically with increase of lateral reinforcements.

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CORROSION PHENOMENA OF MAGNETIC ATTACHMENT USED IN ORAL ENVIRONMENT (구강 환경에서 사용된 자성 Dyna 어태치먼트의 부식현상)

  • Kwak Jong-Ha;Chung Chae-Heon;Choe Han-Cheol
    • The Journal of Korean Academy of Prosthodontics
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    • v.40 no.5
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    • pp.470-483
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    • 2002
  • The purpose of this study was to investigate further the mechanics of failure of magnets used for denture retention. Dyna magnets were retrived from denture that had failed after 34 months of clinical use. The magnets were observed and sectioned in order to analyse with high resolution scanning electron microscope. From this study, corrosion behaviors of used magnetic attachment were analysed. The results were as follows ; 1. In Nd-Fe-B based magnetic materials, the erosion-corrosion was started at ununiformed part of stainless steel cover. 2. Corrosion was initiated at weared stainless steel surface and then magnetic materials were spalled by corrosive solution. 3. Spatting was occurred in Nd-Fe-B magnet materials due to corrosion products and then corrosion rate was increased drastically. 4. Corrosion started from ununiformed stainless steel surface as well as welded zone. In conclusion, the failure of magnets may occur by either breakdown of the welding or breakdown of the encapsulating material. So, it is considered that the corrosion problem of dental magnetic materials could be solved to some extent with surface treatment of dental magnetic materials.

Experimental investigation of multi-layered laminated glass beams under in-plane bending

  • Huang, Xiaokun;Liu, Qiang;Liu, Gang;Zhou, Zhen;Li, Gang
    • Structural Engineering and Mechanics
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    • v.60 no.5
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    • pp.781-794
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    • 2016
  • Due to its relatively good safety performance and aesthetic benefits, laminated glass (LG) is increasingly being used as load-carrying members in modern buildings. This paper presents an experimental study into one applicational scenario of structural LG subjected to in-plane bending. The aim of the study is to reveal the in-plane behaviors of the LG beams made up of multi-layered glass sheets. The LG specimens respectively consisted of two, three and four plies of glass, bonded together by two prominent adhesives. A total of 26 tests were carried out. From these tests, the structural behaviors in terms of flexural stiffness, load resistance and post-breakage strength were studied in detail, whilst considering the influence of interlayer type, cross-sectional interlayer percentage and presence of shear forces. Based on the test results, analytical suggestions were made, failure modes were identified, corresponding failure mechanisms were discussed, and a rational engineering model was proposed to predict the post-breakage strength of the LG beams. The results obtained are expected to provide useful information for academic and engineering professionals in the analysis and design of LG beams bending in-plane.

Hysteretic Behavior of Precast Concrete Large Panel Structures Subjected to Horizontal Cyclic Loading (반복 횡하중을 받는 프리캐스트 대형 콘크리트 판구조의 이력특성에 관한 실험적 연구)

  • Seo, Soo-Yeon;Yi, Waon-Ho;Lee, Li-Hyung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.3 no.3
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    • pp.253-260
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    • 1999
  • Main objective of this study is to examine the hysteretic behaviors and to evaluate the capacity of precast concrete (PC) large panel structures simulated from the prototype of 15-story building, Two 1/2 scaled precast concrete wall specimens and one monolithic reinforced concrete specimen were designed and tested under the cyclic loading conditions. The main parameter of test specimens in PC large panel structure is the type of details for vertical continuity of vertical steel in horizontal joint. Also the behaviors of PC large panel structures are compared with that of monolithic reinforcement concrete wall structure. From the results, the stiffness and energy dissipation ratio of the precast concrete specimens are shown little bit lower than those of monolithic reinforced concrete specimen. In the PC large panel structures, the specimen connected vertically by welding (strong connection) showed higher strength than that of the specimen connected vertically by joint box. However the failure pattern of the former showed more brittle than that of the latter due to the diagonal compressive failure of wall panels.

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Evaluation of Failure Mode in Concrete Beam Restrengthened with GFRP with Various Initial Conditions (GFRP로 보강된 다양한 초기 조건의 콘크리트보의 파괴 거동 평가)

  • Jin-Won Nam;Seung-Jun Kwon
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.3
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    • pp.177-183
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    • 2023
  • Various failure modes occur in the concrete beams reinforced with GFRP(Glass Fiber Reinforced Plastic) under initial condition and repairing patterns. In this study, the failure behaviors of concrete beams restrengthened with GFRP sheet with slightly higher elastic modulus than concrete were investigated. For the tests, concrete beams with 24 MPa were manufactured, and the effects of initial notch, overlapping, end-strip reinforcement, and fiber anchors were analyzed on failure load. The cases of GFRP overlap around notch and the initial notch showed increasing failure loads similar to those of normal restrengthened case since the epoxy of the saturated GFRP sufficiently repaired the notch area. Compared to the control case without restrengthening of GFRP, the concrete with initial notch showed 0.78 of loading ratio and normal restrengthening showed 4.43~5.61 times of increasing ratio of failure loading, where interface-debonding from flexural crack were mainly observed. The most ideal failure behavior, break of GFRP, was observed when end-strip over 1/3 height from bottom and fiber anchor were installed, which showed increasing failure load over 150 % to normal restrengthening.

Properties and Curing Behaviors of UV Curable Adhesives with Different Coating Thickness in Temporary Bonding and Debonding Process (Temporary Bonding and Debonding 공정용 UV 경화형 접착 소재의 코팅 두께에 따른 물성 및 경화거동)

  • Lee, Seung-Woo;Lee, Tae-Hyung;Park, Ji-Won;Park, Cho-Hee;Kim, Hyun-Joong
    • Journal of the Korean Society for Precision Engineering
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    • v.31 no.10
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    • pp.873-879
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    • 2014
  • UV curable adhesives with different acrylic functionalities were synthesized for temporary bonding and debonding process in 3D multi-chip packaging process. The aim is to study various factors which have an influence on UV curing. The properties and curing behaviors were investigated by gel fraction, peel strength, probe tack, and shear adhesion failure temperature. The results show that the properties and curing behaviors are dependent on not only acrylic functionalities of binders but also UV doses and coating thickness.

A Study on the Factors of Online Information Security Behavior Failure: Focused on the Elderly (중·노년층의 온라인 개인정보보호 행동에 영향을 미치는 요인에 관한 연구; 한국과 중국 인터넷 사용자를 중심으로)

  • TIAN, YANG;Park, Minjung;Chai, Sangmi
    • The Journal of Information Systems
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    • v.29 no.1
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    • pp.51-74
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    • 2020
  • Purpose Since the number of personal information breach incidents increased, many people have perceived the importance of personal information protection, in the recent. Especially, the number of personal information breach targeting middle-aged and elderly people rapidly increases. Therefore, the purpose of this study is to identify the factors which influence to fail of online information security behaviors among the elderly. Design/methodology/approach This study made a research model by adopting the factors deducted from the protection motivation theory. To analyze the research model, we conducted an online survey targeted on the elderly and middle ages users who have nations of Korean and Chinese respectively. Findings According to the empirical analysis result, we identified that only perceived severity and perceived vulnerability affected information security awareness. On contrast, it was also discovered that perceived barriers, self-efficacy, and response efficacy did not affect information security awareness. Additionally, the awareness of information security also did not affect information security behaviors. Middle-aged and elderly people with personal information protection education did more information security behaviors than people those who no education experiences. Korean middle-aged and elderly people with education significantly did more information protection behaviors than the people without the education.

Analysis of Wind-Turbine Blade Behavior Under Static Dual-Axis Loads (풍력 블레이드에서 정적 이축하중 부하에 따른 거동 분석)

  • Son, Byung-Jik;Huh, Yong-Hak;Kim, Dong-Jin;Kim, Jong-Il
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.36 no.3
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    • pp.297-304
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    • 2012
  • For the assessment of the performance of a wind-turbine blade, a simulated loading test may be required. In this study, the blade behavior was investigated through numerical analysis using a dual-axis loading test, closely simulating the real operation conditions. The blade structure for the 100-kW-class wind-turbine system was modeled using the finite element (FE) program ANSYS. The failure criteria and buckling analysis under dual-axis loading were examined. The failure analysis, including fiber failure and inter-fiber failure, was performed with Puck's failure criterion. As the dual-axis load ratio increases, the relatively increased stress occurs at the trailing edge and skin surface 3300-3600 mm away from the root. Furthermore, it is revealed that increasing the dual-axis load ratio makes the location that is weakest against buckling move toward the root part. Thus, it is seen that the dual-axis load test may be an essential requirement for the verification of blade performance.

Effect of multiple-failure events on accident management strategy for CANDU-6 reactors

  • YU, Seon Oh;KIM, Manwoong
    • Nuclear Engineering and Technology
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    • v.53 no.10
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    • pp.3236-3246
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    • 2021
  • Lessons learned from the Fukushima Daiichi nuclear power plant accident directed that multiple failures should be considered more seriously rather than single failure in the licensing bases and safety cases because attempts to take accident management measures could be unsuccessful under the high radiation environment aggravated by multiple failures, such as complete loss of electric power, uncontrollable loss of coolant inventory, failure of essential safety function recovery. In the case of the complete loss of electric power called station blackout (SBO), if there is no mitigation action for recovering safety functions, the reactor core would be overheated, and severe fuel damage could be anticipated due to the failure of the active heat sink. In such a transient condition at CANDU-6 plants, the seal failure of the primary heat transport (PHT) pumps can facilitate a consequent increase in the fuel sheath temperature and eventually lead to degradation of the fuel integrity. Therefore, it is necessary to specify the regulatory guidelines for multiple failures on a licensing basis so that licensees should prepare the accident management measures to prevent or mitigate accident conditions. In order to explore the efficiency of implementing accident management strategies for CANDU-6 plants, this study proposed a realistic accident analysis approach on the SBO transient with multiple-failure sequences such as seal failure of PHT pumps without operator's recovery actions. In this regard, a comparative study for two PHT pump seal failure modes with and without coolant seal leakage was conducted using a best-estimate code to precisely investigate the behaviors of thermal-hydraulic parameters during transient conditions. Moreover, a sensitivity analysis for different PHT pump seal leakage rates was also carried out to examine the effect of leakage rate on the system responses. This study is expected to provide the technical bases to the accident management strategy for unmitigated transient conditions with multiple failures.