• Title/Summary/Keyword: addition with carrying

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The Study of Nuclear Reactor Pressure Vessel Steel SA508Gr.3 Mechanical Properties and Temper-Parameter (원자력 압력용기용강 SA508Gr.3의 기계적 특성과 템퍼 파라메타에 관한 연구)

  • Kim, Byoung-Ok;Lee, Oh-Yeon
    • Journal of the Korean Society for Heat Treatment
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    • v.25 no.3
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    • pp.121-125
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    • 2012
  • The large forgings used in chemical plants or nuclear power plants are produced by complex heat treatment. because of thickness up to 200~300 mm and weight up to 200~300 ton, setting proper heat treatment cycle is so difficult. In addition, defects of products make companies wasting large money and valuable time. In this study, to reduce try & err, when setting heat treatment of reactor pressure vessel steel SA508Gr.3, carrying out the basic mechanical property test of SA508 Gr.3 and testing hardness of SA508Gr.3 in various tempering temperature. and calculating temper curve with Hollomon-Jaffe parameter.

Evaluation of Friction Coefficient according to Environmental Temperature of Ultra high molecular weight polyethylene (초고분자량 폴리에틸렌의 환경온도에 따른 마찰계수 평가)

  • Lee, Jong Suk;Park, Jin Young;Lee, Bong Chun;Lee, Dong Hoon;Lee, Sang Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.257-258
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    • 2018
  • PTFE(polytetrafluoroetylene) is widely used as representative sliding friction materials, but there could be difficulties in applying it to various industry fields by the shortage of carrying capacity under high facial pressure and by the change of friction coefficient according to the environmental conditions. Accordingly, this study was to do comparative analysis on the friction coefficient by environmental temperature at the same facial pressure of UHMWPE which was mainly used as sliding friction materials under high facial pressure. In addition, this study was to proceed with the double shear structure by using two test specimen in order to minimize the frictional forces.

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A Study on Document Retrieval Using Bibliographic Citations (인용문헌을 이용한 검색에 관한 연구)

  • Kim, Young-Min
    • Journal of the Korean Society for information Management
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    • v.2 no.1
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    • pp.136-163
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    • 1985
  • A user who retrieved relevant documents from the existing commercial databases may be not always satisfied with the results of the traditional bibliographic searches using the subject index terms. On the assumption that the user wants more relevant documents in such instances, this thesis presents an expanded search strategy by carrying out an experiment using bibliographic citations as another content indicator in addition to index terms.

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Analysis of the effects of information-sharing on supply chain management using simulation (시뮬레이션을 이용한 공급사슬관리에서의 정보공유 방식에 따른 효과분석)

  • Li, Guang-Zhu;Lee, Chang-Ho
    • Journal of the Korea Safety Management & Science
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    • v.12 no.4
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    • pp.153-160
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    • 2010
  • In this paper, effects of information sharing in multi-level supply chain management have been studied through simulation. The simulation model consists of a manufacturing company as a center, three suppliers, two logistic centers, and three different retail supply lines of each logistics centers. The mathematical model and the simulation were developed when real-time information sharing occurs and does not occur in supply chain under the assumption that each company applies (s, S) inventory policies. In addition, this paper analyzed the effects of the change of variables related to total costs, which compose of total ordering cost, total transportation cost, total carrying cost and shortage cost that are caused by the change of demand of three different patterns with the way of information sharing.

The Shear Effects of the Web Reinforcement Area and Arrangement in R.C. Deep Beams (철근콘크리트 깊은보에서 전단보강근량 및 배치가 전단거동에 미치는 효과)

  • 윤정민;김미경;연규원;박찬수
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10b
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    • pp.885-890
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    • 2000
  • 12 RC deep beams with a/d = 1.17 are reported. This paper is to study the effect of vertical and horizontal web reinforcement and web reinforcement arrangement on inclined cracking shear, ultimate shear strength, midspan deflection, and inclined crack width. Test results indicated that web reinforcement produces and arrangement seems to moderately affect inclined cracking shear, ultimate shear strength and crack width. However, addition of horizontal web reinforcement(pv = 0.0085) little or no influence on inclined cracking shear, ultimate shear strength and crack width. The member which vertical and horizontal web reinforcement concentrate on the center web considerably increases in load-carrying capacity.

Development of Large Calibration Chamber System (Large Calibration Chamber의 개발)

  • 정충열;김태준;김대규;이우진
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.03a
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    • pp.673-678
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    • 2002
  • Laboratory calibration chamber tests for cone penetrometers, pressuremeters and dilatometers in cohesionless soil specimens have been conducted by numerous researchers. However, there have been only few applications to compacted or preconsolidated cohesive soils. Therefore, for the first time, Calibration Chamber System was developed in Korea University. This can be attributed to the extremely time consuming and laborious process involved in the preparation of large cohesive soil specimens in addition to other complexities involving instrumentation for pore pressure monitoring and the need for maintaing saturation by back pressure. Chamber System with similar principle as LSU Chamber System was made of more strengthen and complementary form by increasing system diameter(1.2m), carrying out 1st and 2nd consolidation process in one system for smooth and safe work, accurate Data Aquisition.

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Analytical model for CFRP strengthened circular RC column under elevated temperature

  • Rashid, Raizal S.M.;Aboutaha, Riyad S.
    • Computers and Concrete
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    • v.13 no.4
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    • pp.517-529
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    • 2014
  • In order to increase the load carrying capacity and/or increase the service life of existing circular reinforced concrete bridge columns, Carbon Fiber Reinforced Polymer (CFRP) composites could be utilized. Transverse wrapping of circular concrete columns with CFRP sheets increases its axial and shear strengths. In addition, it provides good confinement to the concrete column core, which enhances the bending and compressive strength, as well as, ductility. Several experimental and analytical studies have been conducted on CFRP strengthened concrete cylinders/columns. However, there seem to be lack of thorough investigation of the effect of elevated temperatures on the response of CFRP strengthened circular concrete columns. A concrete confinement model that reflects the effects of elevated temperature on the mechanical properties of CFRP composites, and the efficiency of CFRP in strengthened concrete columns is presented. Tensile strength and modulus of CFRP under hot conditions and their effects on the concrete confinement are the primary parameters that were investigated. A modified concrete confinement model is developed and presented.

Scientific study for conserving ancient metallics antiques-Pole(Treasure No. 930) and Helmet(General of Lee Wan) (소장 금속유물의 과학적 보존처리-보물 제930호 및 이완장군 유품을 중심으로)

  • Moon, Whan-Suk;Jung Ki-Jung;Kim, Sun-Duk
    • 보존과학연구
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    • s.16
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    • pp.1-17
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    • 1995
  • We conserved efficiently artifacts such as Pole(Treasure No. 930)and Helmet(General of Lee, Wan:1602∼1674) which are housed in the historical department, Kyonggi-do provincial office. It were carrying out physical and chemical methods for removing corrosion products at the same time. During the treatment, the spear was proved to coat gold amalgam on the surface and the pole restored its original state as a result using X-ray fluorescence analysis and Radiography, in addition, we could find their skill and technology by examining the section painted lacquer with wooden by microscopy.

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Analysis of Color Uniformity of White LED Lens Packages for Direct-lit LCD Backlight Applications

  • Joo, Byung-Yun;Ko, Jae-Hyeon
    • Journal of the Optical Society of Korea
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    • v.17 no.6
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    • pp.506-512
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    • 2013
  • Recently, the color separation issue of wide-spreading white LEDs has attracted attention due to their wide applicability as light sources in direct-lit LCD backlights. These wide-spreading LED packages usually consist of LED chips, a color-conversion phosphor layer, and a light-shaping lens. The technical aspect of this color issue was related to a method for balancing the yellow spectral component emitting from phosphors with respect to the blue one from the LED chip as a function of viewing angle. In this study, we suggested an approach for carrying out quantitative analysis for the color separation problem occurring in wide-spreading LED packages by optical simulation. In addition, the effect of an internal scattering layer on the color uniformity was investigated, which may be considered as a potential solution for this problem.

Strengthening of deficient steel SHS columns under axial compressive loads using CFRP

  • Shahraki, Mehdi;Sohrabi, Mohammad Reza;Azizyan, Gholamreza;Narmashiri, Kambiz
    • Steel and Composite Structures
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    • v.30 no.1
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    • pp.69-79
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    • 2019
  • Numerous problems have always vexed engineers with buckling, corrosion, bending, and over-loading in damaged steel structures. The present study aims to study the possible effects of Carbon Fiber Reinforced Polymer (CFRP) for strengthening deficient Steel Square Hollow Section (SHS) columns. To this end, the effects of axial loading, stiffness values, axial displacement, the shape of deficient on the length of steel SHS columns were evaluated based on a detailed parametric study. Ten specimens were tested to failure under axial compression in laboratory and simulated by using Finite Element (FE) analysis based on numerical approach. The results indicated that the application of CFRP sheets resulted in reducing stress in the damage location and preventing or retarding local deformation around the deficiency location appropriately. In addition, the retrofitting method could increase loading the carrying capacity of specimens.