• 제목/요약/키워드: blast analysis

검색결과 983건 처리시간 0.028초

복합신소재로 보강된 철근 콘크리트 구조물의 충돌손상거동 평가 (Evaluation of Impact Damage Behavior of a Reinforced Concrete Wall Strengthened with Advanced Composite Materials)

  • 노명현;이상열
    • 복합신소재구조학회 논문집
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    • 제1권3호
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    • pp.41-48
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    • 2010
  • 본 논문에서는 폭발하중으로 발생하는 폭풍파의 충격하중과 폭풍파로 초래된 파편의 충돌하중을 동시에 받는 철근 콘크리트 벽체 구조물의 비선형 충돌 손상거동 해석이 수행된다. 이를 위해 먼저 가상 폭발사고 시나리오로부터 철근 콘크리트 구조물에 충격과 충돌 하중이 복합적으로 작용하는 경우를 선정한다. 폭발하중으로 인한 구조물의 저항성능을 확보하기 방안으로는 복합신소재를 보강하는 경우가 고려되고, 복합신소재를 보강하지 않은 철근 콘크리트 벽체 구조물과 보강성능을 비교하여 제시한다. 또한, 막대한 시설과 비용 투자가 요구되는 폭발실험과 근접한 해석을 도출하기 위하여 실제 충격과 충돌 현상을 정확하게 묘사한 구성방정식과 상태방정식을 포함시킨 정교한 해석을 수행한다. 폭발하중과 같은 순간적인 동적 문제를 해석하기 위하여 외연적 고속충돌 해석 프로그램인 AUTODYN-3D을 활용하여 두 가지 대상구조물에 대한 수치 모의실험을 수행하고 복합신소재로 보강된 철근 콘크리트 벽체 구조물의 보강성능을 입증한다.

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3차원 스캔을 이용한 터널계측의 경제성에 관한 연구 (A Study of Economic Aspects on 3-D Scanning Measurement during Tunnel Construction)

  • 최원일;박근영;조국환
    • 한국방재학회 논문집
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    • 제10권2호
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    • pp.77-81
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    • 2010
  • D&B(Drill & Blast) 공법은 터널 시공시 현장지반조건에 대한 신속한 대응능력이 장점으로서, 정보화 시공에 의한 피드백해석(feedback analysis)이 필수적이며 이때 터널변위에 대한 신속하고 정확한 계측이 요구된다. 본 연구에서는 터널내공변위 계측에 있어서의 기존계측 사례와 첨단 IT기법을 이용한 계측사례의 비교 분석을 통한 적용성을 분석하고자 하며 적용성 평가를 위해 00지하철 현장에서 내공침하 비교계측실험을 실시하였다. 또한, 계측비용, 계측빈도, 계측간격, 계측기간, 계측소요시간 등을 평가항목으로 선정하여 실제 현장터널의 내공 및 천단변위 계측시 소요되는 계측 용역의 내역자료를 통해 경제성을 분석하였다. 따라서 터널 시공시 기존방법에 비해 보다 안전하고 경제적인 시공에 기여함으로써 첨단 IT기법을 응용한 레이저스캐너의 현장 적용성이 높다고 판단된다.

Effect of Autoclave Curing on the Microstructure of Blended Cement Mixture Incorporating Ground Dune Sand and Ground Granulated Blast Furnace Slag

  • Alawad, Omer Abdalla;Alhozaimy, Abdulrahman;Jaafar, Mohd Saleh;Aziz, Farah Nora Abdul;Al-Negheimish, Abdulaziz
    • International Journal of Concrete Structures and Materials
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    • 제9권3호
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    • pp.381-390
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    • 2015
  • Investigating the microstructure of hardened cement mixtures with the aid of advanced technology will help the concrete industry to develop appropriate binders for durable building materials. In this paper, morphological, mineralogical and thermogravimetric analyses of autoclave-cured mixtures incorporating ground dune sand and ground granulated blast furnace slag as partial cementing materials were investigated. The microstructure analyses of hydrated products were conducted using scanning electron microscopy (SEM), energy dispersive X-ray spectroscopy (EDX), differential thermal analysis (DTA), thermo-graphic analysis (TGA) and X-ray diffraction (XRD). The SEM and EDX results demonstrated the formation of thin plate-like calcium silicate hydrate plates and a compacted microstructure. The DTA and TGA analyses revealed that the calcium hydroxide generated from the hydration binder materials was consumed during the secondary pozzolanic reaction. Residual crystalline silica was observed from the XRD analysis of all of the blended mixtures, indicating the presence of excess silica. A good correlation was observed between the compressive strength of the blended mixtures and the CaO/$SiO_2$ ratio of the binder materials.

Determination of homogeneity index of cementitious composites produced with eps beads by image processing techniques

  • Comak, Bekir;Aykanat, Batuhan;Bideci, Ozlem Salli;Bideci, Alper
    • Computers and Concrete
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    • 제29권2호
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    • pp.107-115
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    • 2022
  • With the improvements in computer technologies, utilization of image processing techniques has increased in many areas (such as medicine, defence industry, other industries etc.) Many different image processing techniques are used for surface analysis, detection of manufacturing defects, and determination of physical and mechanical characteristics of composite materials. In this study, cementitious composites were obtained by addition of Grounded Granulated Blast-Furnace Slag (GGBFS), Styrene Butadiene polymer (SBR), and Grounded Granulated Blast-Furnace Slag and Styrene Butadiene polymer together (GGBFS+SBR). Expanded Polystyrene (EPS) beads were added to these cementitious composites in different ratios (20%, 40% and 60%). The mechanical and physical characteristics of the composites were determined, and homogeneity indexes of the composites were determined by image processing techniques to determine EPS distribution forms in them. Physical and mechanical characteristics of the produced samples were obtained by applying consistency, density, water absorption, compressive strength (7 and 28 days), flexural strength (7 and 28 days) and tensile splitting strength (7 and 28 days) tests on them. Also, visual examination by using digital microscope, and image analysis by using image processing techniques with open source coded ImageJ program were performed. As a result of the study, it is determined that GGBFS and SBR addition strengthens the adhesion sites formed as it increases the adhesion power of the mixture and helps to get rid of the segregation problem caused by EPS. As a result of the image processing analysis it is demonstrated that GGBFS and SBR addition has positive contribution on homogeneity index.

농업정보자료구축과 GIS 이용 연구 (Database Development and GIS Application in Agriculture)

  • 박광호;고광현
    • 한국정보관리학회:학술대회논문집
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    • 한국정보관리학회 2000년도 제7회 학술대회 논문집
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    • pp.129-132
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    • 2000
  • GIS(Geographic Information System) tool has been applied to determine a spatial difference of weed population density in paddy field and it has introduced to rice yield difference among counties as well as to rice blast in Korea. There was highly difference between sampling sites in terms of spatial analysis which may imply to be able to apply this tool for the precesion agriculture in the 21 century.

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터널발파 진동이 도로상부에 미치는 영향 분석 (A Study on the Effect of Blasting Vibration on the road)

  • 김낙영
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2014년도 추계학술대회 논문집
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    • pp.821-822
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    • 2014
  • When performing the tunnel excavation blasting, the lower road structure can cause the damage of the structure caused by blasting vibration. In this case the existing structurel meet all of the static and the dynamic stability. But in the domestic management of building structures is presented vibration and is the only criteria, and the criteria for major civil engineering structures insufficient research situation. This study examined the influence of the road structure according to the blast vibration by utilizing the numerical analysis.

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