• Title/Summary/Keyword: 구조재

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Experimental study of Hydraulic Cable Connection Systems with Re-tensioning and Wireless Monitoring (재긴장과 무선 모니터링이 가능한 유압식 케이블 접합부시스템의 실험에 대한 연구)

  • Kim, Min-Su;Lee, Ki-Hak;Kim, Seong-Beom;Lee, Sung-Min;Baek, Ki-Youl
    • Journal of Korean Association for Spatial Structures
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    • v.11 no.2
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    • pp.71-79
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    • 2011
  • Due to the self-equilibrium status of the cable system, the loss of the tensioning in the cable system results in other cables carrying larger tension forces than those initially calculated by structural engineers. Also, turn-buckle systems, which have been widely used to pre-tension and/or re-tension the cables, are limited to use for small cables and to provide a rough estimation for tension forces. In this study, the re-tensioning cable connection systems were developed to overcome the problems mentioned above. The main objective of the proposed system is to re-tension large cables and measure the exact amount of tension forces of the cable systems. This connection system is also combined with the wireless signal monitoring module so that engineers are able to measure the tension forces any place where the internet is available. This paper presents the development of the re-tensioning cable connection systems and experiment using the real-scale cable systems to verify the fe-tensioning and signal monitoring systems.

Nail Shear Performance of Structural Members with OSB (오에스비에 대한 각종 부재의 못전단성능)

  • Hwang, Kweonhwan;Park, Moon-Jae
    • Journal of the Korean Wood Science and Technology
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    • v.36 no.4
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    • pp.66-76
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    • 2008
  • Recently, demands for the structural uses with domestic Japanese larch and SPF(spruce-pine-fir) lumber from North America have been increased. Shear properties of nailed joints that are the most simple and optimum fastening method in wooden constructions, especially in light frame construction. For the nailed joints, in North America and Japan, a number of basic and practical studies have been performed. The shear behaviors for the double nailed joint with variations of member and its direction, were examined. Shear properties of the shear specimens with SPF stud showed more remarkable variation than larch glulam and larch stud. Furthermore, the relationships between slip modulus and strength are not coincided in every case.

Structural Analysis of Composite Partition Panel according to Weaving Methods (직조 방법에 따른 복합재 파티션 패널의 구조 해석)

  • Kang, Ji Heon;Kim, Kun Woo;Jang, Jin Seok;Lee, Jae Jin;Mun, Ji Hun;Kang, Da Kyung;Ahn, Min Su;Lee, Jae Wook
    • Composites Research
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    • v.33 no.3
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    • pp.140-146
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    • 2020
  • The purpose of this paper is to examine the possibility of weight reduction by changing the partition panel of vehicle from an existing aluminum material to carbon fiber reinforced plastics. Three weaving methods (plain, twill and satin) were used in the manufacture of composite materials, and they were produced and tested to derive their material properties. The analysis model of composite partition panel for torsional conditions was developed and the structural stability and system stiffness were evaluated according to Tsai-Hill failure criteria. With design variables for fiber orientation angles and stacking sequence, evolutional optimal algorithm was performed and as the results, the optimal composite partition panel was designed. In addition, the structural analysis results for strength and specific stiffness were compared with aluminum partition panels and composite partition panels to verify the possibility of weight reduction.

A Study on the Performance of Mechanical Pressurizing Equipment(MPE) for Improving Bond Strength of Repair Materials for Concrete Box Structures (콘크리트 박스 구조물용 보수재의 부착강도 향상을 위한 기계식 가압장비(MPE) 성능에 관한 연구)

  • Yu, Hyeong-Sik;Jung, Jee-Seung
    • The Journal of the Convergence on Culture Technology
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    • v.6 no.1
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    • pp.477-483
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    • 2020
  • The rehabilitation methods used in existing concrete box structures rely on the method of attaching the repair material to the section of the structure with a spray equipment. In the case of ceiling or wall parts, the adhesion force to the repair material may be reduced by the gravity and dead load after construction. In subway structures, vibration causes a problem that reduces the initial adhesion. Supplementary measures are needed as the quality of repair varies depending on the worker's proficiency and construction environment. In this study, mechanical pressurization equipment was developed that can apply a certain pressure after construction of a repairwork to solve problems such as reduction of adhesion of repair materials by gravity and variation of repair quality by labor work. To find out the effect of the pressurized equipment, a chamber similar to the field conditions was constructed to measure the attachment strength different from the pressurized condition, the section, and the environmental conditions. The pressurization differed from the other parts, but the adhesion strength of up to 70% was increased.

Effect of Combined Environmental Factors on Degradation Behavior of Carbon Fiber/Epoxy Composites (복합적인 환경인자의 영향에 따른 탄소섬유/에폭시 복합재의 열화 특성)

  • Hwang, Young-Eun;Lee, Gil-Hyung;Yoon, Sung-Ho
    • Composites Research
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    • v.22 no.5
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    • pp.37-42
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    • 2009
  • Thermal analysis properties and chemical structure of carbon fiber/epoxy composites under environmental exposure were examined using an accelerated aging tester which can simulate real weather conditions such as temperature, moisture and ultraviolet. The composite specimens were exposed to combined environmental factors up to 3000 hours. Thermal analysis properties and chemical structure of the composites were evaluated with various exposure times through Modulated DSC and FTIR. According to the results of Modulated DSC, the glass transition temperature increased as exposure time increased due to the formation of network structures in the composites. Also endotherm peaks of enthalpy relaxation related to physical aging that can affect the properties of the composites were observed as exposure time increased. From the results of FTIR, it was found that the location of the peaks was little affected by exposure time, but the intensity of the peaks slightly decreased as exposure time increased due to the curing reaction in the epoxy group.

Consideration of Cement Mineral Production Amount and Microstructure Chemical Distribution of Cement Clinker Using Coal Ash and Coarse Limestone (석탄재와 조립 석회석을 적용한 시멘트 클링커의 시멘트 광물생성량과 미세구조의 화학성분 분포 고찰)

  • Dong-Woo Yoo;Sung-Ku Kwon;Min-Seok Oh;Seok-Je Lee
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.4
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    • pp.364-372
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    • 2023
  • By applying coarse-grained limestone and unprocessed coal ash as sintering raw materials for cement clinker, the microstructure and distribution of chemical components of cement clinker were compared and examined. Samples using coarse limestone as a raw material for cement clinker showed a decrease in sinterability compared to samples using reagent-grade raw materials. Samples using coal ash showed a tendency for some increase in sinterability. In samples using coarse limestone and coal ash, the formation of Belite was high at 1350 ℃. The conversion rate from Belite to Alite was high in the range of 1350~1450 ℃. Samples using coal ash showed stable formation of interstitial phase in the range of 1350 to 1450 ℃. The microstructure and chemical composition distribution of cement clinker sintered at 1350~1450 ℃ showed that all samples showed a form and composition distribution in which the calcium silicate phase and interstitial phase were clearly distinguished.

A Study on the Development of the Structural Performance Evaluation Manual of the Skyscrapers Curtain Wall Systems for Construction Managers (초고층건축 알루미늄커튼월 구조설계검토 프로세스와 매뉴얼 개발에 관한 연구: 멀리언과 트랜섬을 중심으로)

  • Cho, Ye-Won;Lee, Min-Cheol;Ock, Jong-Ho
    • Korean Journal of Construction Engineering and Management
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    • v.10 no.3
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    • pp.92-101
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    • 2009
  • The purpose of this study was to develop the curtain-wall structure design evaluation manual that can easily examine the curtain-wall structural members (Mullion and Transom) stability from the position of the construction managers. Through analyzing the structural design reports in the previous studies and interview with industry experts, the curtain-wall structural member design process was elicited. The manual, which consists of Microsoft Excel-based work sheet and its manual, was applied to a real curtain-wall design project to make sure its usability. A workshop with three curtain-wall experts and three construction managers was conducted to identify pros and cons of the manual, thereby enhancing its applicability in the future.

Flattening Class Hierarchy for Reorganization of Object-Oriented Software (객체지향 소프트웨어의 재구성을 위한 클래스계층 구조의 평탄화)

  • Hwang, Seok-Hyeong;Yang, Hae-Sul;Park, Jeong-Ho
    • The KIPS Transactions:PartD
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    • v.8D no.6
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    • pp.853-860
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    • 2001
  • In the object-oriented software development, redesigning of classes and reorganizing of class hierarchy structures should be necessary to reduce many of the headaches of object-oriented software design and maintenance. To support this task, in this paper, we propose a theoretical foundation for class hierarchy reorganizations that is relatively complete, correct, formal and easy to understand and use. We introduce the flattened class hierarchy that characterizes the class hierarchy structures in object-oriented software evolution. And we also present an algorithm which transforms a given class hierarchy into the normalized form. The flattened class hierarchy helps us map the inheritance and aggregation paths in a class hierarchy to paths in an object hierarchy that is an instance of the class hierarchy. By applying the algorithm into a given class hierarchy, we can make a new, object-preserved, and flattened class hierarchy that is the cornerstone for reorganization of class hierarchy structure and plays an important role as a bridge on the incremental evolutionary changes and reuse of object-oriented software to reorganize class hierarchies.

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A Development of Automated Design and Structural Analysis Aided-Program based on GUI environment for Aluminum Extrusion Carbody Structures of Railway Vehicle for Design Engineers (설계자를 위한 GUI 환경기반 알루미늄 압출재 철도차량 차체구조물의 자동화 설계 및 구조해석 지원 프로그램 개발)

  • Kim, Jun-Hwan;Kang, Seung-Gu;Shin, Kwang-Bok;Lee, Young-Ju
    • Journal of the Korean Society for Railway
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    • v.15 no.4
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    • pp.323-328
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    • 2012
  • The purpose of this study is to develop automated structural design and analysis aided-program of aluminum extrusion carbody structures for railway vehicle. This developed program is called "AUTO-RAP" and could perform simultaneously structural design and verification for railway carbody structures made of aluminum extrusion independent of expertise and experience of design engineers. Design engineers are able to conduct the knowledge-based design by providing database of existing aluminum extrusion or user-defined function. The design verification is automatically programmed to evaluate its structural integrity according to Korean Railway Safety Law or Urban Transit Safety Law. In addition, this program could automatically generate an executable file of various commercial finite element programs such as ANSYS and ABAQUS and CAD files such as .stp and .iges by GUI environment applications using MFC(Microsoft Foundation Classes). In conclusion, it is expected to contribute to reduce product design cost and time of carbody structures aluminum extrusions in railway industry.