• Title/Summary/Keyword: impact tests

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A Study on the Improvement of Noise Performance by Optimizing Machining Process Parameters on Ball Screw (가공최적화를 통한 볼 스크류의 소음성능 향상에 관한 연구)

  • Xu, Zhezhu;Choi, Jong-Hun;Kim, Hyun-Ku;Shin, Joong-Ho;Lyu, Sung-Ki
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.10 no.1
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    • pp.54-61
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    • 2011
  • Ball screw systems are largely used in industry for motion control and motor applications. But the problem of noise, which really perplexes us, is highly correlated with the quality in ball screw systems all the way. In this paper, machining process parameters were evaluated in respects of technique, business, produce and quality to verify which impact influences the noise most. In order to adjust and compare, two comparison groups were set with the present parameters bench mark. Different ball screws were produced as specimens for the noise tests. Through comparing the noise performance of different parameters in the machining process respectively, a group of optimized machining process parameters were obtained. Another noise test was proceeded to know how noise performance was improved by optimizing the machining process parameters. At last, surface roughness tests have been done to know how surface roughness improved by optimization. The improvement of surface roughness is the main factor influences the noise performances.

Joining Condition of Engineering Plastic for Car (자동차용 엔지니어링 플라스틱의 접합조건)

  • Lee, Jung-Hyun;Lee, Woo-Ram
    • Journal of the Korean Society for Precision Engineering
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    • v.29 no.1
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    • pp.96-102
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    • 2012
  • The current establishment of car engineering plastic piping polyethylene (PE) tube used as bonding state or part of the health or safety of fusion is very important. A part of these fusion methods to determine the soundness of the short-term trials and long-term tests can be largely classified. Typical tests included short-term strength, tensile strength, impact strength, compressive strength, resiliency and compression. Polyethylene (PE) pipes installed in the domestic terms of overall penetration rate of 45% has been used. However, polyethylene (PE) pipes have reliability problems, and these occurs mostly in part by defective welding. Therefore, the test is necessary for safety. Non-destructive methods (ultrasonic testing) are difficult to be used. Therefore, Polyethylene (PE) pipe are used. Fusion of thses materilas is necessary in these field however, its technical, and basic research has not been studied well. In this research, short-term strength of welding parts, its tensile strength, hardness, fatigue, and microstructure have been analyzed to find the optimum process conditions to improve mechanical properties.

Flexural Characteristics of High Performance Fiber Reinforced Cement Composites used in Hybrid Synthetic Fibers (하이브리드 합성섬유를 이용한 고인성 섬유보강 복합체의 휨특성)

  • Han Byung Chan;Jeon Esther;Park Wan-Shin;Lee Young-Seak;Hiroshi Fukuyama;Yun Hyun-Do
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.734-737
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    • 2004
  • The synthetic fibers such as polypropylene(PP) and polyvilyl-alcohol(PVA) fiber are poised as a low cost alternative for reinforcement in structural applications. It has been reported that synthetic fiber in cement composites can control restrained tensile stresses and cracks and increase toughness, resistance to impact, corrosion, fatigue and durability. High performance fiber reinforced cementitious composite(HPFRCCs) shows ultra high ductile behavior in the hardened state, because of the fiber bridging properties. Therefore, a variety of experiments have being performed to access the performance of HPFRCCs recently. The research emphasis is on the flexural behavior of HPFRCCs made in synthetic fibers, and how this affects the composite property, and ultimately its strain-hardening performance. Three-point bending tests on HPFECCs are carried out. As the result of the bending tests, HPFRCCs showed high flexural strength and ductility. HPFRCCs made in PVA or Hybrid fiber were, also, superior to PP of singleness. On the other hand, effect of sand volume fraction on HPFRCCs made in PP was insignificant.

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Estimation of Penetration Depth Using Acceleration Signal Analysis for Underwater Free Fall Cone Penetration Tester

  • Seo, Jung-min;Shin, Changjoo;Kwon, OSoon;Jang, In Sung;Kang, Hyoun;Won, Sung Gyu
    • Journal of Ocean Engineering and Technology
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    • v.34 no.3
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    • pp.202-207
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    • 2020
  • A track-type underwater construction robot (URI-R) was developed by the Korea Institute of Ocean Science & Technology. Because URI-R uses tracks to move on the seabed, insufficient ground strength may hinder its movement. For smooth operation of URI-R on the seabed, it is important to determine the geotechnical properties of the seabed. To determine these properties, standard penetration test (SPT), cone penetration test (CPT), and sampling are used on land. However, these tests cannot be applied on the seabed due to a high cost owing to the vessel, crane, sampler, and analysis time. To overcome these problems, a free fall cone penetration tester (FFCPT) is being developed. The FFCPT is a device that acquires the geotechnical properties during impact/penetration/finish phases by free fall in water. Depth information is crucial during soil data acquisition. As the FFCPT cannot measure the penetration depth directly, it is estimated indirectly using acceleration. The estimated penetration depth was verified by results of real tests conducted on land.

Competitive Environment, Strategy, and Performance in the Supply Chain Network as Complex Adaptive System; Conceptualization for Adaptability and Mediating Role for Combinative Capability (복합적응시스템으로서 공급사슬네트워크의 환경, 전략, 그리고 성과에 관한 연구: 적응성의 개념화 및 조합적 경쟁역량의 매개적 역할을 중심으로)

  • Lee, Joung-Ho;Ryu, Choon-Ho
    • Proceedings of the Korean Operations and Management Science Society Conference
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    • 2007.11a
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    • pp.67-89
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    • 2007
  • This study addresses manufacturers' ability to influence their supply chain network in order to adapt to their competitive environment. From the perspective of a manufacture, the supply chain comprises a network of suppliers and customers, and is theoretically viewed as a complex adaptive system. This study considers the following questions: (1) How can adaptability of supply chain network be operationally defined? (2) How does adaptability of supply chain network lead to combinative capabilities? (3) What is the influence of adaptability of supply chain network on business performance? Drawing on literature streams in supply chain management, operations strategy, organizational change and learning, and complexity theory, this study develops and tests the constructs and operational measures of adaptability of supply chain network and model the nomological set of relationships among constructs that form the basis of our theory. This study then develops and tests a model describing the outcomes of adaptability of supply chain network and its influence on combinative capability and business performance. Empirical results of this study show that adaptability supply chain network directly and positively affects combinative capability. Further, this study finds that adaptability of supply chain network does not impact business performance directly, but rather is mediated through combinative capability, which provides the requisite variety for firms to survive and thrive in dynamic environments.

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A Study on the Shock Analysis of the Multi-Function Console According to the Shock Response Spectrum Requirements of the Elastic Platform (탄성플랫폼 충격응답 스펙트럼 기준에 따른 다기능콘솔 충격해석 연구)

  • Park, Jae Hoon;Kim, Won Hyung;Kim, Hyun Sil;Choi, Young Cheol
    • Journal of the Korean Society for Precision Engineering
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    • v.33 no.10
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    • pp.805-811
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    • 2016
  • Prior to installation in a navy ship, shipboard equipment should be qualified by shock test requirements. The multi-function console mounted on the elastic platform of the ship should also withstand given shock loads. In this study, both real shock test methods, as well as numerical computer simulations using the finite element method were used to verify structural durability under shock load conditions. First, we used domestic test facilities to perform possible shock tests, including an impact hammer test, a drop table test and a shaker shock test. Full model tests satisfying the shock response spectrum level were performed. Thereafter, an analytical model of the complex console structure was built by the finite element method. Finally, numerical results were verified by modal test results of the real product and an FEA analysis was also performed with a full model transient response analysis.

Experiment Study on Shear Behavior of Polymer Concrete Beams (폴리머 콘크리트의 보의 전단거동에 관한 실험적 연구)

  • 곽계환;박종건;한휘남
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.36 no.4
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    • pp.39-47
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    • 1994
  • This research focuses on producing a cheap polymer, and also experiments for marking with the high strength polymer concrete structures. At present only a few tests on shear behavior in polymer reinforced concrete beams(PRC) have been reported. In the current experiments, the reinforced concrete beams with polymer fraction are investigated. The beams in this study are supported by conventional stirrups at appropriate intervals and they are designed to take static loads. The strength of beams are measured and the behavior of beams under each loading are oh served in order to determine some advantages of adding polymer to reinforced concrete beams. The static testing data consist of load, displacement, and strain at specified reinforcement locations, and the support displacement In the static tests, it has been observed that the beams fail in the same way as RC. However, it is observed to he rather weak in impact, hut it can he said that its increase of strength and excellency of repairing are verified. Consequently this work strongly suggests that the steam-curing or the air-curing or the air-curing must be performed to increase the strength.

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A study on surface settlement characteristics according to the cohesive soil depth through laboratory model tests (실내모형시험을 통한 점성토 지반의 토피고에 따른 지표침하 특성연구)

  • Kim, Young-Joon;Im, Che-Geun;Kang, Se-Gu;Lee, Yong-Joo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.16 no.6
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    • pp.507-520
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    • 2014
  • In this study, the surface displacement was investigated according to the various depth of cover when the tunnel excavation equipment was used in a clay soil. For this the laboratory scaled model test was carried out using the soil sample similar to the in-situ conditions. We carried out four tests according to tunnel depth(1.5D, 2.0D, 2.5D, 3.0D). The distribution of impact due to tunnelling was quantitatively analyzed in the three-dimension by measuring the surface displacement. In addition, the pattern of surface displacements was figured out.

Spillover Effects of Foreign Direct Investment Inflows and Exchange Rates on the Banking Industry in China

  • Lee, Jung Wan;Wang, Zhen
    • The Journal of Asian Finance, Economics and Business
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    • v.5 no.2
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    • pp.15-24
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    • 2018
  • The study examines the magnitude of economic spillover and the impact of foreign direct investment (FDI) inflows on the efficiency of the bank industry in China. This study employs unit root tests, cointegration tests and cointegrating regression analysis, including fully modified ordinary least squares (FMOLS), canonical cointegrating regression (CCR) and dynamic OLS (DOLS) to test the proposed hypotheses. The sample is restricted to the period of time in which monthly data is available and comparable among variables for the period from January 2002 to October 2013 (142 observations). All of the time series data was collected and retrieved from the People's Bank of China, China Monthly Statistics from the National Bureau of Statistics of China, and International Financial Statistics database from International Monetary Fund. The results of the Johansen cointegration test suggest that there is a long-run equilibrium relationship between FDI inflows, foreign exchange rate and banks performance in China. The results of cointegrating regression analysis using FMOLS, CCR and DOLS suggest that M2 supply and FDI inflows are significant at the 0.01 level. The results confirm that FDI inflows in the banking sector are positively related to the increase of banks productivity and performance and short-term loans in China. However, the results suggest that Chinese Yuan currency exchange rate to U.S. dollar is not significant in the banking and financial industry of China.

A Study for the Weldability and Welded Joint Performance on the SAW of HSA800 Steel (HSA800 강재의 SAW 용접성 및 이음성능 연구)

  • Choi, Young Han;Kim, Sang Seup
    • Journal of Korean Society of Steel Construction
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    • v.29 no.1
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    • pp.37-48
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    • 2017
  • In this research, 9 SAW welding specimens with 1 hour post-heat treatment (PH1) and 2 hours (PH2) were experimented to confirm the weldability and the joint performance of 60mm thickness HSA800 steel. SAW tests with PH1 & PH2, including weld impact test, bend test, hardness test, macroscopic test, and microscopic test, had a good test results. However, from the chemical composition test results, P composition was not satisfied with Korean Industrial Standards(KS). According to the weld-zone tensile tests, 2 hours post-heat SAW is recommended because the mechanical characteristics of SAW PH2 were better than those of SAW PH1.