• 제목/요약/키워드: dominant opening

검색결과 73건 처리시간 0.027초

개구부를 갖는 철근콘크리트 전단벽의 전단강도 저감률 (Shear Strength Reduction Ratio of Reinforced Concrete Shear Walls with Openings)

  • 배백일;최윤철;최창식;최현기
    • 콘크리트학회논문집
    • /
    • 제22권4호
    • /
    • pp.451-460
    • /
    • 2010
  • 리모델링에는 여러 형태가 있을 수 있다. 그 중 건축주나 리모델링 수행자가 선호하는 방법이 두 개의 주거 공간을 하나로 만들어 평면 확장을 목표로 하는 세대 병합형 리모델링이다. 그러나 이러한 방법을 현재 국내에서 리모델링 대상이 되고 있는 벽식 구조의 아파트에 적용할 경우 주요 횡력 저항 요소인 전단벽에 큰 손상을 가하게 될 수 있다. 그러나 아직 이러한 주요 구조 부재인 철근콘크리트 전단벽에 개구부가 발생할 경우의 명확한 손상 정도를 정의 해주는 연구는 진행되고 있지 않은 실정이다. 현행 ACI 기준은 이러한 철근콘크리트 전단벽 내의 개구부에 대한 명확한 고려 방안을 제시하지 않고 있다. 반면 AIJ 기준은 철근콘크리트 전단벽 내부의 벽체에 대한 고려 방안으로 강도 저감률 $\gamma$를 제시하고 있다. 그러나 이 강도 저감률은 탄성 판 이론으로부터 제시된 것으로 철근콘크리트 부재에 있어서의 강도 저감률을 제대로 표현하지 못하고 있는 실정이다. 그러므로 이 연구에서는 AIJ에서 제시하고 있는 강도 저감률 $\gamma$에 대하여 현재까지 진행되었던 실험 결과에 대한 통계적 분석과 유한요소해석을 통한 변수 분석을 통해 개구부에 의한 강도 저감률에 대한 연구를 수행하였다. 통계적 분석 결과 현재 제시되어 있는 강도 저감률은 개구부의 벽체 면적에 대한 비율만을 변수로 설정하여 그 저감률이 실험 결과보다 크게 나타나고 있었다. 또한 개구부의 형상비를 면적과 통합적으로 고려하며 철근비에 대한 고려를 하지 못하는 것으로 나타났다. 이에, 기존의 실험 결과와 이를 토대로한 유한요소해석을 통한 변수분석을 수행하여 새로운 강도 저감률을 제안하였다.

한-중FTA대비 국내 육우산업 가격경쟁력 비교 : 중국 베이징, 상하이 시장조사를 중심으로 (A Comparative Study on the Price Competitiveness of Korean Beef(Hanwoo) in China : An Analysis Based on Market Research Focusing on Beijing and Shanghai)

  • 권기정;서효동;장선식;박지현
    • 벤처창업연구
    • /
    • 제9권5호
    • /
    • pp.221-234
    • /
    • 2014
  • 2013년 중국의 쇠고기 수입금액이 13.3억 달러(전년대비 4.8배)로 치솟는 등 최근 중국의 쇠고기 소비시장이 급변하고 있다. 글로벌 쇠고기 시장은 이와 같은 중국 시장변화에 주목하며 시장접근 전략마련에 고심하고 있으나, 우리는 한우고기의 낮은 가격경쟁력에만 초점을 맞추다보니 중국을 수출상대국으로서 분석하는 작업이 미흡하였다. 한 중 FTA 등 시장개방이 본격화 될 경우 한우고기 사육농가의 피해방지를 위한 시장 방어적 차원에서의 논의만이 이루어져 오고 있었다. 중국 쇠고기 시장은 가격경쟁이 치열한 저급육 시장이 지배적이지만 품질과 안전을 추구하는 고급육시장이 형성되고 있다. 이에 본 연구팀은 한우고기 수출을 위한 첫걸음으로 중국 1선급 도시인 베이징, 상하이의 쇠고기 가격 및 품질 등에 대한 시장조사를 수행하고, 한우고기의 대중국 쇠고기 시장에서의 가격경쟁력을 분석하였다. 분석결과 한우고기는 우둔, 갈비, 등심 부위가 베이징, 상하이에서 판매되고 있는 중국산, 수입산 쇠고기 고가그룹에서 가격경쟁력 우위를 확보하고 있는 것으로 나타났다. 특히, 베이징에서는 한우고기 우둔과 등심부위가, 상하이에서는 한우고기 갈비와 등심부위가 가격경쟁력이 확보된 것으로 나타났다.

  • PDF

Steady-Flow Characteristics and Its Influence on Spray for Direct Injection Diesel Engine

  • Jeon, Chung-hwan;Park, Seung-hwan;Chang, Young-june
    • Journal of Mechanical Science and Technology
    • /
    • 제16권7호
    • /
    • pp.986-998
    • /
    • 2002
  • Flow and spray characteristics are critical factors that affect the performance and exhaust emissions of a direct injection diesel engine. It is well known that the swirl control system is one of the useful ways to improve the fuel consumption and emission reduction rate in a diesel engine. However, until now there have only been a few studies on the effect of flow on spray. Because of this, the relationship between the flow pattern in the cylinder and its influence on the behavior of the spray is in need of investigation. First, in-cylinder flow distributions for 4-valve cylinder head of DI (Direct Injection) Diesel engine were investigated under steady-state conditions for different SCV (Swirl Control Valve) opening angles using a steady flow rig and 2-D LDV (Laser Doppler Velocimetry). It was found that swirl flow was more dominant than that of tumble in the experimented engine. In addition, the in-cylinder flow was quantified in terms of swirl/tumble ratio and mean flow coefficient. As the SCV opening angle was increased, high swirl ratios more than 3.0 were obtained in the case of SCV -70° and 90°. Second, spray characteristics of the intermittent injection were investigated by a PDA (Phase Doppler Anemometer) system. A Time Dividing Method (TDM) was used to analyze the microscopic spray characteristics. It was found that the atomization characteristics such as velocity and SMD (Sauter Mean Diameter) of the spray were affected by the in-cylinder swirl ratio. As a result, it was concluded that the swirl ratio improves atomization characteristics uniformly.

과급압력, 배압, 분사 시기 및 분사량에 따른 복합 방식 배기 재순환 시스템 적용 디젤 엔진의 최적화에 대한 연구 (Optimization of Diesel Engine Performance with Dual Loop EGR considering Boost Pressure, Back Pressure, Start of Injection and Injection Mass)

  • 박정수;이교승;송순호;전광민
    • 한국자동차공학회논문집
    • /
    • 제18권5호
    • /
    • pp.136-144
    • /
    • 2010
  • Exhaust gas recirculation (EGR) is an emission control technology allowing significant NOx emission reduction from light-and heavy duty diesel engines. The future EGR type, dual loop EGR, combining features of high pressure loop EGR and low pressure loop EGR, was developed and optimized by using a commercial engine simulation program, GT-POWER. Some variables were selected to control dual loop EGR system such as VGT (Variable Geometry Turbocharger)performance, especially turbo speed, flap valve opening diameter at the exhaust tail pipe, and EGR valve opening diameter. Applying the dual loop EGR system in the light-duty diesel engine might cause some problems, such as decrease of engine performance and increase of brake specific fuel consumption (BSFC). So proper EGR rate (or mass flow) control would be needed because there are trade-offs of two types of the EGR (HPL and LPL) features. In this study, a diesel engine under dual loop EGR system was optimized by using design of experiment (DoE). Some dominant variables were determined which had effects on torque, BSFC, NOx, and EGR rate. As a result, optimization was performed to compensate the torque and BSFC by controlling start of injection (SOI), injection mass and EGR valves, etc.

Analysis for mechanical characteristics and failure models of coal specimens with non-penetrating single crack

  • Lv, Huayong;Tang, Yuesong;Zhang, Lingfei;Cheng, Zhanbo;Zhang, Yaning
    • Geomechanics and Engineering
    • /
    • 제17권4호
    • /
    • pp.355-365
    • /
    • 2019
  • It is normal to observe the presence of numerous cracks in coal body. And it has significantly effective on the mechanical characteristics and realistic failure models of coal mass. Therefore, this paper is to investigate the influence of crack parameters on coal body by comprehensive using theoretical analysis, laboratory experiments and numerical simulation through prepared briquette specimens. Different from intact coal body possessing single peak in stress-strain curve, other specimens with crack angle can be illustrated to own double peaks. Moreover, the unconfined compressive strength (UCS) of specimens decreases and follow by increasing with the increase of crack angle. It seems to like a parabolic shape with an upward opening. And it can be demonstrated that the minimum UCS is obtained in crack angle $45^{\circ}$. In terms of failure types, it is interesting to note that there is a changing trend from tensile failure to tensile-shear mixing failure with tension dominant follow by shear dominant with the increase of crack angle. However, the changing characteristics of UCS and failure forms can be explained by elastic-plastic and fracture mechanics. Lastly, the results of numerical simulations are good consistent with the experimental results. It provides experimental and theoretical foundations to reveal fracture mechanism of coal body with non-penetrating single crack further.

Rock fracturing mechanisms around underground openings

  • Shen, Baotang;Barton, Nick
    • Geomechanics and Engineering
    • /
    • 제16권1호
    • /
    • pp.35-47
    • /
    • 2018
  • This paper investigates the mechanisms of tunnel spalling and massive tunnel failures using fracture mechanics principles. The study starts with examining the fracture propagation due to tensile and shear failure mechanisms. It was found that, fundamentally, in rock masses with high compressive stresses, tensile fracture propagation is often a stable process which leads to a gradual failure. Shear fracture propagation tends to be an unstable process. Several real case observations of spalling failures and massive shear failures in boreholes, tunnels and underground roadways are shown in the paper. A number of numerical models were used to investigate the fracture mechanisms and extents in the roof/wall of a deep tunnel and in an underground coal mine roadway. The modelling was done using a unique fracture mechanics code FRACOD which simulates explicitly the fracture initiation and propagation process. The study has demonstrated that both tensile and shear fracturing may occur in the vicinity of an underground opening. Shallow spalling in the tunnel wall is believed to be caused by tensile fracturing from extensional strain although no tensile stress exists there. Massive large scale failure however is most likely to be caused by shear fracturing under high compressive stresses. The observation that tunnel spalling often starts when the hoop stress reaches $0.4^*UCS$ has been explained in this paper by using the extension strain criterion. At this uniaxial compressive stress level, the lateral extensional strain is equivalent to the critical strain under uniaxial tension. Scale effect on UCS commonly believed by many is unlikely the dominant factor in this phenomenon.

시뮬레이션을 이용한 주거용 건축물의 공간별 채광성능 평가 (Assessment of the Daylighting Performance in Residential Building Units of South Korea through RADIANCE simulation)

  • 임태섭;임홍수;구재오;김곤
    • KIEAE Journal
    • /
    • 제12권2호
    • /
    • pp.25-32
    • /
    • 2012
  • This paper focused on the daylighting performance of residential high-rise buildings in South-Korea. the purpose of this study is to estimate the visual environment of sunlight coming into opening according to sky conditions, orientation of windows and each space of Apartment buildings. Season of the year, weather, and time of day combine with predictable movement patterns of the sun to create highly variable and dynamic daylighting conditions. Daylighting design is usually based on the dominant sky condition and the micro-climate for the building site. There are three common sky conditions: clear sky, overcast sky, and partly cloudy sky. The clear sky includes sunshine and is intense and brighter at the horizon than at the zenith, except in the area around the sun. Daylight received within a building is directly dependent upon the sun's position and the atmospheric conditions. Easily used charts, diagrams, and software programs allow study of solar geometry for any geographic location and time of day. on the other hand, the overcast sky is characterized by diffuse and variable levels of light and has dense cloud cover over 90% of the sky. This paper was calculated by a Desktop Radiance program. The space dimensions were based on a unit module of real constructed apartment having divided into five sections such as living room, room1, room2, room3 and kitchen.

PIV 속도장 측정기법을 이용한 공장 실내환기 개선방안 연구 (Improvement of Natural Ventilation in a Factory Building Using a Velocity Field Measurement Technique)

  • 임희창;김형범;이상준
    • 대한기계학회논문집B
    • /
    • 제25권10호
    • /
    • pp.1427-1435
    • /
    • 2001
  • Air movement in wokplaces, whether resulting from a forced ventilation system or naturally occurring airflow, has a significant impact on occupational health. In a huge shipbuilding factory building, typical harmful factors such as fume or vaporized gas from welding and cutting of steel plates, and dusts from grinding give unpleasant feeling. From field data survey, the yearly dominant, wind directions for the shipbuilding factory building tested were northwest, northeast and southeast Among the three wind directions, the ventilation improvement was the worst for the northeastern wind. This study was focused on location of the opening vents in order to utilize the natural ventilation effectively. Instantaneous velocity fields inside the 1/1000 scale-down factory building model were measured using a 2-frame PIV system. The factory building model was embedded in an atmospheric boundary layer simulated in a wind tunnel. The modified vents improve the internal Ventilation flow with increasing the flow speed more than two times, compared with that of present vents.

피로 균열 성장 지연에 대한 중성자 회절 응력 분석 (Internal Stress/Strain Analysis during Fatigue Crack Growth Retardation Using Neutron Diffraction)

  • 서석호;;우완측;이수열
    • 한국재료학회지
    • /
    • 제28권7호
    • /
    • pp.398-404
    • /
    • 2018
  • Fatigue crack growth retardation of 304 L stainless steel is studied using a neutron diffraction method. Three orthogonal strain components(crack growth, crack opening, and through-thickness direction) are measured in the vicinity of the crack tip along the crack propagation direction. The residual strain profiles (1) at the mid-thickness and (2) at the 1.5 mm away from the mid-thickness of the compact tension(CT) specimen are compared. Residual lattice strains at the 1.5 mm location are slightly higher than at the mid-thickness. The CT specimen is deformed in situ under applied loads, thereby providing evolution of the internal stress fields around the crack tip. A tensile overload results in an increased magnitude of the compressive residual stress field. In the crack growth retardation, it is found that the stresses are dispersed in the crack-wake region, where the highest compressive residual stresses are measured. Our neutron diffraction mapping results reveal that the dominant mechanism is by interrupting the transfer of stress concentration at the crack tip.

Computational method in database-assisted design for wind engineering with varying performance objectives

  • Merhi, Ali;Letchford, Chris W.
    • Wind and Structures
    • /
    • 제32권5호
    • /
    • pp.439-452
    • /
    • 2021
  • The concept of Performance objective assessment is extended to wind engineering. This approach applies using the Database-Assisted Design technique, relying on the aerodynamic database provided by the National Institute of Standards and Technology (NIST). A structural model of a low-rise building is analyzed to obtain influence coefficients for internal forces and displacements. Combining these coefficients with time histories of pressure coefficients on the envelope produces time histories of load effects on the structure, for example knee and ridge bending moments, and eave lateral drift. The peak values of such effects are represented by an extreme-value Type I Distribution, which allows the estimation of the gust wind speed leading to the mean hourly extreme loading that cause specific performance objective compromises. Firstly a fully correlated wind field over large tributary areas is assumed and then relaxed to utilize the denser pressure tap data available but with considerably more computational effort. The performance objectives are determined in accordance with the limit state load combinations given in the ASCE 7-16 provisions, particularly the Load and Resistance Factor Design (LRFD) method. The procedure is then repeated for several wind directions and different dominant opening scenarios to determine the cases that produce performance objective criteria. Comparisons with two approaches in ASCE 7 are made.