• 제목/요약/키워드: concrete module

검색결과 147건 처리시간 0.215초

Reconstruction of internal structures and numerical simulation for concrete composites at mesoscale

  • Du, Chengbin;Jiang, Shouyan;Qin, Wu;Xu, Hairong;Lei, Dong
    • Computers and Concrete
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    • 제10권2호
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    • pp.135-147
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    • 2012
  • At mesoscale, concrete is considered as a three-phase composite material consisting of the aggregate particles, the cement matrix and the interfacial transition zone (ITZ). The reconstruction of the internal structures for concrete composites requires the identification of the boundary of the aggregate particles and the cement matrix using digital imaging technology followed by post-processing through MATLAB. A parameter study covers the subsection transformation, median filter, and open and close operation of the digital image sample to obtain the optimal parameter for performing the image processing technology. The subsection transformation is performed using a grey histogram of the digital image samples with a threshold value of [120, 210] followed by median filtering with a $16{\times}16$ square module based on the dimensions of the aggregate particles and their internal impurity. We then select a "disk" tectonic structure with a specific radius, which performs open and close operations on the images. The edges of the aggregate particles (similar to the original digital images) are obtained using the canny edge detection method. The finite element model at mesoscale can be established using the proposed image processing technology. The location of the crack determined through the numerical method is identical to the experimental result, and the load-displacement curve determined through the numerical method is in close agreement with the experimental results. Comparisons of the numerical and experimental results show that the proposed image processing technology is highly effective in reconstructing the internal structures of concrete composites.

BIM 기반의 설계를 위한 프리캐스트 콘크리트 승강장의 정보모델링 (Information Modeling for BIM Based Design of Precast Concrete Platform)

  • 정지숙;이광명;박기현;박영식
    • 한국BIM학회 논문집
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    • 제4권1호
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    • pp.1-7
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    • 2014
  • The construction method using PC(Precast Concrete) has been widely used because the method can shorten the construction period and improve construction quality. In this paper, through the analysis of present design process for PC railway platform, design parameters on the geometry and properties were extracted and 3D information models for PC railway platform were constructed by the parametric modeling technique. Furthermore, the interface module was developed to link 3D models to the structural analysis/design sheet and database program using VBA(Visual Basic Application). This information model could be used in various areas including structural analysis and design, 2D drawing, quantity estimation and 4D simulation including clash detection.

WEB을 기반으로한 RC 슬래브설계 자동화 시스템 개발 (Development of Web-based RC Slab Design support system)

  • 이진욱;노병철;김정훈;최상릉
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.369-372
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    • 2004
  • The design process of RC Slab includes multiple procedures such as structural analysis, member design, the production of calculation sheets, CAD, and itemized statements of quantities. The objective of this study is to develope an integrated design system that includes all the steps needed for RC Slab design, and as a result, to improve the quality and efficiency of the design process. In this study, the design steps are divided into structural modules and database, and each module and database is systematically combined for the complete design process. The developed design system is based on Web environment. Therefore it can be used in real time and reduces the design work time and space.

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MODULES OF QUOTIENTS OVER COMMUTATIVE RINGS

  • Lee, Jae-Gook;Rij, Seog-Hoon
    • 대한수학회논문집
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    • 제14권2호
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    • pp.287-293
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    • 1999
  • In this paper, we give an affirmative answer to the question raised in [5]; whether L((P)) is principal or not. Using this fact, we try to give concrete form of module of quotient with respect to a torsion theory determined by L((P)).

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경수로 사용후핵연료 건식저장시스템의 격납감시 기술현황 분석 (Status Analysis for the Confinement Monitoring Technology of PWR Spent Nuclear Fuel Dry Storage System)

  • 백창열;조천형
    • 방사성폐기물학회지
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    • 제14권1호
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    • pp.35-44
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    • 2016
  • Leading national R&D project to design a PWR spent nuclear fuel interim dry storage system that has been under development since mid-2009, which consists of a dual purpose metal cask and concrete storage cask. To ensure the safe operation of dry storage systems in foreign countries, major confinement monitoring techniques currently consist of pressure and temperature measurement. In the case of a dual purpose metal cask, a pressure sensor is installed in the interspace of bolted double lid(primary and secondary lid) in order to measure pressure. A concrete storage cask is a canister based system made of double/redundant welded lid to ensure confinement integrity. For this reason, confinement monitoring method is real time temperature measurement by thermocouple placed in the air flow(air intake and exit) of the concrete structure(over pack and module). The use of various monitoring technologies and operating experiences for the interim dry storage system over the last decades in foreign countries were analyzed. On the basis of the analysis above, development of the confinement monitoring technology that can be used optimally in our system will be available in the near future.

사례 분석을 통한 프리캐스트 입면 디지털 설계 및 패브리케이션 전략 (Case Studies of Precast Facade Digital Design and Fabrication Strategies)

  • 김진호
    • 한국BIM학회 논문집
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    • 제9권3호
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    • pp.8-18
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    • 2019
  • Precast concrete manufacturing has proved economies of scale through the repetitive production by means of standardization, automation, and prefabrication. Advanced digital design and fabrication technologies can empower its benefits by enabling mass customization in the building design and construction. This study analyzed five case studies in terms of 1) design intent and background, 2) module development and facade construction, 3) integrated process among project stakeholder. This article has attempted to establish the following three points in conclusion: 1) Form generating digital design tools such as Rhino, CATIA, Generative Component, and Digital Project were implemented to produce parametric surface pattern and rationalization to maximize existing precast manufacturing benefits. Also, BIM program has been used to promote coordination and communication among engineering consultants and contractors, 2) In addition to traditional precast concrete materials, GFRC, RFP, brick cladding precast and 3D printed mould have been introduced to reduce the weight and cost and to comply the code from the zoning, seismic, and fireproof requirements, 3) Design-assist contract, design-assist financial support, and co-location measures have been introduced to facilitate collaboration between architect, fabricator, and contractor from the beginning of the project.

비대칭 단면으로 구성된 모듈 간 접합부의 구조 성능 평가 (Evaluation of Structural Performance of Joints Between Modules With Non-Symmetric Section)

  • 박금성;이상섭;문지호
    • 한국공간구조학회논문집
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    • 제19권2호
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    • pp.35-42
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    • 2019
  • The purpose of this paper is to evaluate the structural performance of joints between modules with steel plate press forming type non-symmetric cross section. The main experimental variables are direction of load, whether vertical bolts are fastened, and whether the concrete inside the column is filled. A total of three experiments were performed for each variable. Experimental results show that the behavior of the joints dominated by the local buckling deformation of the upper and lower beam flanges of the module joints, and the final failure was the fracture of the column-beam welds. In case of short side direction, it is possible to secure the performance of intermediate moment frame (0.02 rad). In case of long side direction, it is evaluated that the performance of special moment frame (0.04 rad) is secured regardless of whether or not concrete is infilled in the column.

콘크리트를 충진한 FRP 합성 거더의 파괴 거동에 관한 연구 (A Study on Fracture Behavior for FRP Composite Girder Filled with Concrete)

  • 곽계환;정상모;성배경;장화섭
    • 콘크리트학회논문집
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    • 제20권1호
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    • pp.59-66
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    • 2008
  • 본 연구는 교량구조물의 핵심 부재인 거더에 대한 연구이다. 강재 거더에 비해 가격 경쟁력이 높은 유리섬유 제품을 사용한 거더는 탄성계수가 강재보다 작아서 강재 단면에 비해 과대한 처짐이 발생되는 문제점과 FRP 생산회사의 큰 단면 부재를 생산할 시설적 여력 부족의 기술적 제약 사항이 존재한다. 그래서 본 연구에서는 언급된 기술적 문제점을 해결하기 위하여 대형 단면의 적용이 가능하도록 모듈 형식의 단면을 제안하였으며, FRP의 낮은 강성을 확보하기 위하여 콘크리트를 충진하는 새로운 FRP+콘크리트 합성 거더를 개발하였다. FRP+콘크리트 합성 거더의 구조 거동을 파악하기 위하여 충진된 콘크리트 강도의 차이, 스터드의 유무에 따른 휨강도 실험을 실시하였다. 휨 실험 결과 FRP+콘크리트 합성 거더 개발의 콘크리트 충진에 따른 합성 효과와 콘크리트 강도에 따른 강성 증진 효과를 확인 할 수 있었다.

The Improvement of Usability for Train Toilet Design

  • Han Seok-Woo;Jin Mi-Ja
    • 디자인학연구
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    • 제19권3호
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    • pp.195-206
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    • 2006
  • Design for improved usability is to understand products from the user's point of view so eventually to enhance the pleasantness users by reflecting it into the design. The philosophy of user-oriented design is an essence of human-centered product planning, and its application is more important for railway vehicle design, which is closely connected with everyday life. This study focused to define basic elements of train interior design concept, which considers convenience and comfort for passengers, by extracting and interpreting ergonomic requirements, as usability factors, of train toilet design. The study on user-oriented design of trains consists of the practice of sensibility engineering for the management of customers' emotions and its harmonious use on design, and aims on the embodiment of new ergonomic design. In the center, it has analyzed the criteria and characteristics of the user-oriented design and has concluded the design direction and components to a concrete idea and proposed prototypes, which may become a good example for train interior design later on. In addition, it proposes a direction, which may become a guideline of ergonomic design, to secure competition capacity. Moreover this study is concentrated on the physical environment and human behavior of train toilet users, on the analysis of factors necessary for adequate toilet design, and on the understanding of interface between its users. What is more, it proposes a module of development process and methods of approaching the interface. The study presents a design standard, under which the concrete data of the characteristics and practicable range and the convergent demands accelerate to the module could be confirmed and criticized. The study on the usability is going to contribute to more pleasant and comfortable train environments and consequently, it's going to create new values of increased railway competitiveness by design.

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광섬유 FBG센서를 이용한 원주형 구조물의 2차원 상대변위 모니터링기법 개발 (Development of a Convergence Monitoring Method for Cylindrical Structures by Optical Fiber Bragg Grating Sensor)

  • 노병철;김종우;강석화
    • 한국구조물진단유지관리공학회 논문집
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    • 제10권4호
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    • pp.160-166
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    • 2006
  • 본 연구에서는 광섬유 FBG 센서를 이용, 곡률반경을 고려한 이 방향 변위(Two-Way Displacement)를 측정하여 변형각을 환산함으로써 상대좌표를 구하는 알고리즘을 정립하였으며 이를 이용하면 작은 변형에 대해서도 매우정확하게 상대변위를 구할 수 있음을 알 수 있었다. 이를 확인하기 위해 4.5m높이의 H형강에 고안된 이 방향 광섬유센서를 부착하여 횡 방향으로 외력을 가해서 발생한 변위를 수준측량과 일반적인 전자식 변위계로 동시에 측정하여 각각의 측정성능을 비교분석하였다. 그 결과, 광섬유센서의 분해능은 다른 센서시스템에 비해 월등하였으며 이차원 상대좌표의 측정이 가능함을 확인하였다.