• 제목/요약/키워드: Blast design

검색결과 364건 처리시간 0.033초

Structural impact response characteristics of an explosion-resistant profiled blast walls in arctic conditions

  • Sohn, Jung Min;Kim, Sang Jin;Seong, Dong Jin;Kim, Bong Ju;Ha, Yeon Chul;Seo, Jung Kwan;Paik, Jeom Kee
    • Structural Engineering and Mechanics
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    • 제51권5호
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    • pp.755-771
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    • 2014
  • Environmental changes, especially global climate change, are creating new challenges to the development of the Arctic regions, which have substantial energy resources. And attention to offshore structures has increased with oil and gas development. The structural impact response of an explosion-resistant profiled blast walls normally changes when it operates in low temperatures. The main objectives of this study are to investigate the structural response of blast walls in low temperature and suggest useful guidelines for understanding the characteristics of the structural impact response of blast walls subjected to hydrocarbon explosions in Arctic conditions. The target temperatures were based on the average summer temperature ($-20^{\circ}C$), the average winter temperature ($-40^{\circ}C$) and the coldest temperature recorded (approximately $-68^{\circ}C$) in the Arctic. The nonlinear finite element analysis was performed to design an explosion-resistant profiled blast wall for use in Arctic conditions based on the behaviour of material properties at low temperatures established by performing a tensile test. The conclusions and implications of the findings are discussed.

고로급냉슬래그를 활용한 투수성 모르타르의 공학적 특성에 관한 기초연구 (Engineering Characteristics of Permeable Mortar using Water-Quenched Blast Furnace Slag as Eine Aggregates)

  • 방윤경;박재로
    • 기술사
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    • 제33권4호
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    • pp.77-83
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    • 2000
  • In this study, engineering characteristics of permeable mortar using water-quenched blast furnace slag as fine aggregates were analyzed by laboratory experiments to examine its suitability for permeable concrete pavement techniques. Engineering characteristics of mortar were investigated by performing both the compressive, flexural strength tests together with the constant head permeability tests for twenty-six types of mixing samples having different percetage of slag, cement and water. After 28days of curing, every performance was tested to find optimum mixture. When the go coefficient of permeability was 10$\^$-2/cm / sec and flexural strength was 30kg/㎠, we conclusion that the best mix design in permeable mortar was made in the condition,60% of cement and 20% of water percentage of unit slag contents. From the present investigations, it is concluded that suitability for permeable concrete pavement techniques using water-quenched blast furnace slag as fine aggregates may possibly be used to achieve effects on strength together with drainage effects.

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슬래그 모래특성에 따른 모르터의 강도에 관한 연구 (A Study on Mortar Strength as Slag Sand Characteristics)

  • 박정우;백민수;김성식;임남기;정재동;정상진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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    • pp.383-388
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    • 2000
  • In these days, there are out of natural sands in the construction field. It is required that development of substitute material for natural material. The blast-furnace slag could be a good alternative material in this situation. It can help resource recycling and the protection of environment. This study presents that the strength properties of mortar using air-cooled blast-furnace slag sand and water-cooled blast-furnace slag sand. The mixing design of this study have a few factors, three type of unit water, four types of W/C, five types of substitution rate. When air-cooled furnace slag sand used in mortar, as substitution rate is higher, 3, 7-days compression strength and flexural strength are going up. But, in case of water-cooled furnace slag sand mortar, strengths are going down.

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저탄소 그린콘크리트의 물리·역학적 특성 (Physical and Mechanical Properties of Low Carbon Green Concrete)

  • 조일호;성찬용
    • 한국농공학회논문집
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    • 제55권3호
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    • pp.123-128
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    • 2013
  • This study was performed to evaluate the slump flow, air content, setting time, compressive strength, adiabatic temperature rise and diffusion coefficient of chloride used ordinary portland cement, crushed coarse aggregate, crushed sand, river sand, fly ash, limestone powder, blast furnace slag powder and superplasticizer to find optimum mix design of low carbon green concrete for structures. The performances of low carbon green concrete used fly ash, limestone powder and blast furnace slag powder were remarkably improved. This fact is expected to have economical effects in the manufacture of low carbon green concrete for structures. Accordingly, the fly ash, limestone powder and blast furnace slag powder can be used for low carbon green concrete material.

$SF_6$ gas가 초고압 차단기 내에서 Arc Plasma에 미치는 영향 (Influence of $SF_6$ Gas On An Arc Plasma In UHV Circuit Breaker)

  • 최경철;황기웅
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1987년도 정기총회 및 창립40주년기념 학술대회 학회본부
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    • pp.278-282
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    • 1987
  • Computational and theoritical investigations of an arc plasma have been made for the design of a circuit breaker. Modeling of an arc plasma used to be very involved and difficult because of the many variables and factors, In this paper, the dynamic behavior of an arc plasma is investigated by solving the MHD equations. Comparing an $SF_6$-blast arc with a non-blast arc, it has been found that the effect of gas-blast has a great influence on density rather than temperature.

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저탄소 그린콘크리트의 내구 특성 (Durability Properties of Low Carbon Green Concrete)

  • 조일호;성찬용
    • 한국농공학회논문집
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    • 제55권6호
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    • pp.11-17
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    • 2013
  • This study was performed to evaluate the chlorine ion penetration resistance, chemical resistance and freezing and thawing resistance used ordinary portland cement, crushed coarse aggregate, crushed sand, river sand, fly ash, limestone powder, blast furance slag powder and superplasticizer to find optimum mix design of low carbon green concrete for structures. The performance of low carbon green concrete used fly ash, limestone powder and blast furnace slag powder were remarkably improved. This fact is expected to have economical effects in the manufacture of low carbon green concrete for offshore structures. Accordingly, the fly ash, limestone powder and blast furnace slag powder can be used for offshore structure materials.

웹기반의 Single Nucleotide Polymorphism 데이터 검색 시스템의 설계 및 구현 (Design and Implementation of a Web-Based Search Engine for Single Nucleotide Polymorphism Data)

  • 양진옥;김상수
    • 한국정보과학회:학술대회논문집
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    • 한국정보과학회 2002년도 봄 학술발표논문집 Vol.29 No.1 (B)
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    • pp.160-162
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    • 2002
  • SNP는 개인과 개인간의 DNA에 존재하는 한 염기 쌍의 차이(single base-pair variation)이다. SNP를 이용하면 사람마다 다른 유전병의 형태 등을 규명할 수 있다. 본 논문에서는 한국생명공학연구원의 유전체 사업단에서 개발해 오고 있는 웹기반 SNP데이터 검색 시스템의 설계와 구현에 대해서 설명한다. 본 시스템은 일반 속성(attribute)을 저장하고 검색하기 위해 PostgreSQL DBMS를 사용하고, DNA 시퀸스 검색을 위해 BLAST검색엔진을 사용한 약결합 아키텍쳐(loosely-coupled architecture)를 채택하고 있다. 즉, 일반 속성으로 저장될 수 있는 데이터들은 데이터베이스의 테이블들의 컬럼 값으로 저장하고 SQL 언어를 통해 검색할 수 있도록 하였으며, DNA 시퀸스 검색을 위해서는 BLAST에서 제공하는 인덱스를 구축하고 BLAST 명령어를 사용하여 검색할 수 있도록 하였다. 또한, 결과 분석 모듈을 구현하여 검색 결과들이 다른 웹 사이트의 데이터를 가리키도록 하였다.

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웹기반의 GenBank 특허 데이터 검색 시스템의 설계 및 구현 (The Design and Implementation of a Web-Based Search Engine for GenBank Patent Data)

  • 양진옥;김상수
    • 한국정보과학회:학술대회논문집
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    • 한국정보과학회 2001년도 가을 학술발표논문집 Vol.28 No.2 (1)
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    • pp.43-45
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    • 2001
  • NCBI 의 GenBank 데이터베이스는 전세계에서 수집된 염기 서열 데이터들의 집합이며, 그 중 특허로 등록되어 있는 데이터들을 GenBank 특허 데이터라 부른다. 본 논문에서는 한국생명공학연구원의 유전체 사업단에서 개발해 오고 있는 웹기반 GenBank 특허 데이터 검색 시스템의 설계와 구현에 대해서 설명한다. 본 시스템은 일반 속성(attribute)을 저장하고 검색하기 위해 DBMS 를 사용하고, DNA 시퀸스 검색을 위해 BLAST를 사용한 약결합 아키텍쳐(loosely-coupled architecture)를 채택하고 있다. 즉, 일반 속성으로 저장될 수 있는 데이터들은 데이터베이스의 테이블들의 컬럼 값으로 저장하고 SQL 언어를 통해 검색할 수 있도록 하였으며, DNA 시퀸스 검색을 위해서는 BLAST 에서 제공하는 인덱스를 구축하고 BLAST 명령어를 사용하여 검색할 수 있도록 하였다. 또한, 검색 결과들이 기존의 외부 특허 시스템과 연동하도록 하기 위해, 결과 분석 모듈을 구현하여 검색 결과들이 다른 웹 사이트의 데이터를 가리키도록 하였다. 마지막으로, 이러한 DNA 검색 시스템을 구현할 때에 고려해 되야 되는 이슈들을 설명한다.

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Influence of granulated blast furnace slag as fine aggregate on properties of cement mortar

  • Patra, Rakesh Kumar;Mukharjee, Bibhuti Bhusan
    • Advances in concrete construction
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    • 제6권6호
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    • pp.611-629
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    • 2018
  • The objective of present study is to investigate the effect of granulated blast furnace slag (GBS) as partial substitution of natural sand on behaviour of cement mortar. For this, the methods of factorial design with water cement (w/c) ratio and incorporation percentages of GBS as replacement of natural fine aggregate i.e., GBS(%) as factors are followed. The levels of factor w/c ratio are fixed at 0.4, 0.45, and 0.5 and the levels of factor GBS(%) are kept fixed as 0%, 20%, 40%, 60%, 80% and 100%. The compressive strength (CS) of mortar after 3, 7, 14, 28, 56 and 90 days, and water absorption (WA) are chosen as responses of the study. Analysis of variance (ANOVA) of experimental results has been carried out and those are illustrated by ANOVA tables, main effect and interaction plots. The results of study depict that the selected factors have substantial influence on the strength and WA of mortar. However, the interaction of factors has no substantial impact on CS and WA of mixes.

Evaluation on Surface Scaling and Frost Resistance for concrete Deteriorated due to Cyclic Freezing and Thawing with Inherent Chloride

  • Kim, Gyu Yong;Cho, Bong Suk;Lee, Seung Hoon;Kim, Moo Han
    • Corrosion Science and Technology
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    • 제6권4호
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    • pp.177-185
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    • 2007
  • The purpose of this study is to evaluate freezing-thawing and surface scaling resistance in order to examine the frost durability of concrete in a chloride-inherent environment. The mixing design for this study is as follows: 3 water binder ratios of 0.37, 0.42, and 0.47; 2-ingredient type concrete (50% OPC concrete and 50% ground granulated blast-furnace slag), and 3-ingredient type concrete (50% OPC concrete, 15% fly ash, and 35% ground granulated blast-furnace slag). As found in this study, the decrease of durability was much more noticeable in combined deterioration through both salt damage and frost damage than in a single deterioration through either ofthese; when using blast-furnace slag in freezing-thawing seawater, the frost durability and surface deterioration resistance was evaluated as higher than when using OPC concrete. BF 50% concrete, especially, rather than BFS35%+FA15%, had a notable effect on resistance to chloride penetration and freezing/expansion. It has been confirmed that surface deterioration can be evaluated through a quantitative analysis of scaling, calculated from concrete's underwater weight and surface-dry weight as affected by the freezing-thawing of seawater.