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Development of Tungsten Heavy Alloy with Hybrid Structure for Kinetic Energy Penetrator

  • Baek, Woon-Hyung;Kim, Eun-Pyo;Song, Heung-Sub;Hong, Moon-Hee;Lee, Seong;Kim, Young-Moo;Lee, Sung-Ho;Noh, Joon-Woong;Ryu, Joo-Ha
    • Proceedings of the Korean Powder Metallurgy Institute Conference
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    • 2006.09b
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    • pp.944-945
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    • 2006
  • A new tungsten heavy alloy with hybrid structure was manufactured for the kinetic energy penetrator. The tungsten heavy alloy is composed of two parts: core region is molybdenum added heavy alloy to promote the self-sharpening; outer part encompassing the core is conventional heavy alloy to sustain severe load in a muzzle during firing. From ballistic test, it was found that the penetration performance of the hybrid structure tungsten heavy alloy is higher than that of conventional heavy alloy. This heavy alloy is thought to be very useful for the penetrator in the near future.

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Evaluation of Mating Dynamic Forces of Semi-submersible Offshore Structure Topside Module (반잠수식 해양 구조물 상부 모듈의 해상 결합 작업시 동하중 평가)

  • Lee, Jin-Ho;Jung, Hyun-Soo;Kim, Byung-Woo
    • Journal of Ocean Engineering and Technology
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    • v.27 no.1
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    • pp.9-15
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    • 2013
  • This paper calculates the mating dynamic forces of a semi-submersible offshore structure's topside module, where a hull moored in the sea is combined with a topside module carried by a heavy lift vessel, as a mating installation method. The environmental conditions include various wave directions and wave heights, with constant wind and current speeds. Appropriate ballast and de-ballast plans for the heavy lift vessel and hull of the semi-rig should be performed in order to safely obtain these forces, whereas a fixed platform or the GBS (Gravity based structure) type of offshore structure only needs a ballast plan for the heavy lift vessel. From this paper, the allowable wave height or wave direction for the mating procedure can be investigated based on the standard DAF (Dynamic amplitude factor) of the rules and regulations.

Heavy-impact sound insulation performance according to the changes of dry flooring structure in wall structure

  • Cho, Jongwoo;Lee, Hyun-Soo;Park, Moonseo;Lim, Hohwan;Kim, Jagon
    • International conference on construction engineering and project management
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    • 2017.10a
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    • pp.89-98
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    • 2017
  • The floor heating method generally uses a wet construction method including the installation of resilient material, lightweight foam concrete, heating piping, and finishing mortar. Such a wet construction method not only delays other internal finishing processes during curing period for two mortar pouring process, but also has a disadvantage that it is difficult to replace the floor heating layer when it deteriorated because it is integrated with the frame. Dry floor heating construction method can be a good alternative in that it can solve these defects. Conversely, when it applied to the wall structure that is vulnerable to the interlayer noise compared with the column-beam structure, the question about the heavy-impact sound(HIS) insulation performance is raised. Therefore, conventional dry floor heating method is hard to apply to the wall structure apartments. Therefore, for the purpose to improve the applicability of dry floor heating method in wall structure apartments, this study investigated the change of floor impact sound, especially HIS insulation performance which is one of the required performance for the floor structure. This study tried to examine whether the change of heavy-impact sound pressure level(SPL) shows a tendency at the significant level according to the shape and mass of the floor structure. Through filed experiments on wall structure apartment, this study confirmed that the form of the raised floor shows better HIS insulation performance than the fully-supported form. In addition, it was also confirmed that the HIS insulation performance increases with the mass on the upper part. Moreover, this study found the fact that a mass of about 30 kg/m2 or more should be placed on the upper structure to reduce the heavy-impact SPL according to the bang machine measuring method. Although this study has a limit due to insufficient experiment samples, if the accuracy of this study is increased, it will contribute to the diffusion of dry floor heating by setting the HIS insulation performance target and designing the dry floor heating structure that meets the target.

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Noise and Vibration Characteristics of Construction structures in Standard Laboratory (표준실험동의 구조별 소음 진동 특성)

  • Jeong, Young;Yoo, Seung-Yub;Jeon, Jin-Yong
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2005.11a
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    • pp.390-393
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    • 2005
  • In this study, examined heavy-weight floor impact sound to rahmen structure(steel reinforced concrete structure) and bearing-wall structure(box frame type structure) that have slab thickness of 4 form at a standard laboratory through noise and vibration measured. The results of ANSYS modeling of structures was predicted that the nature natural frequency increased according to change of thickness of each slab by finite element analysis, and acceleration value decreased. Rahmen structures compares with bearing-wall structure, nature frequency was predicted low. Measurement results of natural frequency and acceleration level for structures at a standard laboratory, tendency department such as ANSYS modeling appeared. Rahmen structures appeared that reduction effect is less in Acceleration level and heavy impact sound transmission level comparing with bearing-wall structure.

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Evaluation on Applicability of Copper and Steelmaking Slags for Use of Heavy Weight Aggregates in Marine Concrete Structure (동슬래그 및 제강슬래그의 해양 콘크리트용 중량 골재 사용성 평가)

  • Moon, Hoon;Jang, Bo-Kil;Kim, Ji-Hyun;Chung, Chul-Woo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.5 no.4
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    • pp.345-352
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    • 2017
  • Heavy weight concrete can be used in marine concrete structure to improve resistance against high wave energy. However, heavy weight aggregate, which is an indispensable material for heavy weight concrete, is difficult to be supplied in large quantities because its use is limited due to its high cost. In this work, the applicability of heavy weight by-products, copper and 3 month aged steelmaking slags, were evaluated as sources of heavy weight aggregate for marine concrete structures. Experimental results showed that copper slag was found to be a stable material for marine concrete structure. However, 3 month aged steelmaking slag showed significant expansion by $80^{\circ}$ water immersion test and ASTM C 1260 test. In addition, depth of chloride ion penetration in concrete was higher at which steelmaking slags were located. It was associated with porosity of steelmaking slag, and for this reason, steelmaking slag was not found to be suitable for marine concrete structure.

Semi-Rig, Introduction of Hole Verification Procedure (Semi- Rig, Hole Verification Procedure 소개)

  • Lee, Seung-hun;Lee, Seung-hun;Kang, Young-gu;Lee, Joon-hyuk
    • Special Issue of the Society of Naval Architects of Korea
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    • 2017.10a
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    • pp.32-37
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    • 2017
  • Due to the nature of semi-submergible drilling rig, various equipments are arranged in a limited space, and therefore the many types of outfitting holes passing through the hull structure are densely arranged and that is required the detailed structural strength evaluation in terms of ULS and FLS by class or client. Particularly, semi-submergible drilling rig has a variety of global load which affects the structure strength around holes compared to general commercial ship, and its response of stress is also complicated, so it is difficult to carry out the prediction design of structural strength evaluation and reinforcement. In this regard, this paper presents a case study on the evaluation of structural strength for the various holes and large openings of semi-submergible drilling rig conducted by our company, as well as an established hole verification procedure.

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Case Study of Precast Concrete Erection Work of the Heavy-Loaded Long Span Structure (초대형 건축물의 PC부재 양중작업 사례연구)

  • Cho, Wonhyun;Na, Youngju;Kim, Sunkuk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.58-59
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    • 2016
  • Along with the logistics development, heavy-loaded warehouses and sales facilities tend to be bigger and designed as a PC structures. PC erection work of heavy-loaded structures is influenced by various factors, including the required construction duration, site and surrounding situations, safety, PC member procurement, equipment rental cost, which ultimately impact the construction cost. It requires creative efforts and a lot of time when preparing an erection plan in consideration of these factors, and the plan prepared has a great influence on safety as well as the construction duration and cost. However, many engineers do not have enough experiences on PC erection work of heavy-loaded, long span structures, making it difficult for them to set erection plans and establish simulations. The study's results will provide a knowledge to obtain a solution for engineers to establish PC erection plans of heavy-loaded, long span structures.

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Development of the E/R Insulation Modeling Automation System Using Structural Hull Model Information (선체 구조 모델 정보를 활용한 E/R Insulation 모델링 자동화 시스템 구축)

  • Park, Hoe-Yeon;Kang, Hyun-Gu;Park, Nam-Soo;Lee, Man-Sub
    • Special Issue of the Society of Naval Architects of Korea
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    • 2008.09a
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    • pp.112-117
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    • 2008
  • The Insulation, which is consist of the glass wool, mineral wool or perforated SUS plate, installed on the wall or under ceiling for the protecting heat and the blocking the noise of engine room area. In our shipyard, designing the structure model of insulation is hard and difficult, Because designed the insulation model is considered of any factors which are hull model properties of panel shape, direction and thickness and service of area. In this paper, We issue the way to utilize shape and direction of the hull model information and specific character of working space in engine room.

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A Study on Criteria of Selecting Heavy Lifting Service Provider Using QFD/AHP (QFD/AHP를 이용한 Heavy Lifting 서비스 업체 선정을 위한 평가지표 개발에 대한 연구)

  • Park, Se-Jung;Kim, Seung-Hee;Kim, Woo-Je
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.36 no.3
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    • pp.51-62
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    • 2013
  • We propose a method using QFD for design the hierarchical structure of AHP. This method provides definition for each area of House of Quality and design the hierarchical structure of the bottom-up QFD/AHP in which the upper hierarchy is designed through the classification of common characteristics with a focus on the lower hierarchy. Finally, we apply it to the development of an evaluation index for selecting heavy lifting service providers. This study has significance as the first instance of designing the archical structure of AHP after objectively verifying whether MECE condition, the basic requirement for AHP design, is satisfied.

Status of the KSTAR Toroidal Field Coil Structure Fabrication

  • Choi, C.H.;Sa, J.W.;Park, H.K.;Hong, K.H.;Shin, H.;Kim, H.T.;Her, N.I.;Yang, H.L.;Kwak, J.H.;Moon, H.G.;Yoon, H.H.;Lee, S.K.;Song, J.Y.;Chu, Y.D.;Hur, D.K.;Nam, K.M.;Koo, B.H.;Lim, J.H.;Lee, J.K.;Kim, N.G.;Jang, S.W.;Kim, H.C.;Ha, E.T.;Bak, J.S.;Lee, G.S.
    • Proceedings of the Korean Nuclear Society Conference
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    • 2005.05a
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    • pp.1036-1037
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    • 2005
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