• 제목/요약/키워드: Large-scale model

검색결과 2,273건 처리시간 0.034초

Application of cohesive zone model to large scale circumferential through-wall and 360° surface cracked pipes under static and dynamic loadings

  • Moon, Ji-Hee;Jang, Youn-Young;Huh, Nam-Su;Shim, Do-Jun;Park, Kyoungsoo
    • Nuclear Engineering and Technology
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    • 제53권3호
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    • pp.974-987
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    • 2021
  • This paper presents ductile fracture simulation of full-scale cracked pipe for nuclear piping materials using the cohesive zone model (CZM). The main objective of this study is to investigate the applicability of CZM to predict ductile fracture of cracked pipes with various crack shapes and under quasi-static/dynamic loadings. The transferability of the traction-separation (T-S) curve from a small-scale specimen to a full-scale pipe is demonstrated by simulating small- and full-scale tests. T-S curves are calibrated by comparing experimental data of compact tension specimens with finite element analysis results. The calibrated T-S curves are utilized to predict the fracture behavior of cracked pipes. Three types of full-scale pipe tests are considered: pipe with circumferential through-wall crack under quasistatic/dynamic loadings, and with 360° internal surface crack under quasi-static loading. Computational results using the calibrated T-S curves show a good agreement with experimental data, demonstrating the transferability of the T-S curves from small-scale specimen.

인제군 산사태 지역의 토석류 거동 예측기법 적용 (The Estimation of Debris Flow Behaviors in Injae Landslide Area)

  • 김기홍;황제선
    • 한국측량학회지
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    • 제29권5호
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    • pp.535-541
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    • 2011
  • 토석류는 집중호우시 산악지형에서 발생한 사면파괴 쇄설물 또는 계곡 내에 쌓여 있던 퇴적토가 많은 양의 물과 섞여 흐르는 현상으로서 이동경로나 퇴적지점에 있는 시설물, 가옥, 인명에 큰 피해를 유발한다. 본 연구에서는 해외에서 연구되었던 토석류 거동에 관련된 모형식을 국내 사례에 적용해 보았으며, 이를 위해 우리나라 강원도 인제군에서 발생한 산사태 및 토석류에 대해 항공사진과 GPS 현장 측량성과를 이용하여 발생부와 퇴적부 자료를 수집하였다. 분석한 결과 토석류 이동거리를 예측할 수 있는 L/H는 평균 4.93, 표준편차 0.97을 나타내었다. 토석류의 규모와 면적을 예측하는 경우 과대 산정되는 문제가 있으며 이는 우리나라의 토석류가 상부의 대규모 산사태로 유발되는 것이 아니고 다발적으로 발생한 소규모 산사태로 인한 것이기 때문인 것으로 보인다. 따라서 국내 산지 환경에 적합한 경험식에 대한 연구가 필요하다고 판단된다.

파이썬 활용한 데이터 처리 성능 향상방법 제안 (Proposal For Improving Data Processing Performance Using Python)

  • 김효관;황원용
    • 한국정보전자통신기술학회논문지
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    • 제13권4호
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    • pp.306-311
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    • 2020
  • 본 논문은 대량의 데이터를 활용한 모델 개발 시 다양한 라이브러리를 갖춘 파이썬 언의의 성능 향상방법을 다룬다. 파이썬 언어는 엑셀과 같은 스프레드시트 형태 데이터 처리 시 Pandas 라이브러리를 사용한다. 데이터 처리 시파이썬은 기가단위 이하 데이터 처리 시에는 인-메모리로 연산하여 성능 측면에서 크게 이슈가 없다. 하지만 기가단위 이상 데이터 처리 시 성능 이슈가 발생한다. 이에 본 논문은 데이터 처리 시 Pandas와 같이 사용할 수 있는 Dask 라이브러리를 활용하여 단일 클러스터 및 다중 클러스터에서 실행 작업을 분산처리 가능한 방법을 소개한다. 실험은 동일 사양의 하드웨어에서 간단한 지수산출 모델을 Pandas만 사용해서 처리하는 속도와 Dask를 같이 사용해서 처리하는 속도를 비교한다. 본 논문은 파이썬의 장점인 다양한 라이브러리를 쉽게 사용할 수 있다는 점을 유지하면서 성능측면에서도 대량의 데이터를 CPU 코어들이 분산 처리하여 모델을 개발할 수 있는 방법을 제시한다.

대형마트/SSM 출점 및 영업규제 대응에 따른 상생모델방안 (Win-Win Model Strategy According to Regulation on Large-Scale Stores)

  • 박한혁
    • 한국프랜차이즈경영연구
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    • 제3권2호
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    • pp.79-102
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    • 2012
  • 본 연구는 대형마트, 기업 형 슈퍼마켓 (SSM) 에 대한 출점 및 영업규제를 2009년 이전과 2009년 이후로 구분하여 연구하였다. 대형마트, 기업 형 슈퍼마켓 입장에서 영업 및 출점규제 법률시행에 따른 향후영향 및 대응 방안과 대안을 제시 하고자한다. 특히 2009년 이후 기업 형 슈퍼마켓의 출점 증가로 중소상인 보호를 위하여 유통법이 개정되어 출점과 영업규제 법률이 통과되고 조례제정을 통하여 규제가 현실화되었다. 이러한 법 개정이 외국사례와 국제법과 비교해서 그 타당성의 여부를 확인하고 향후방향을 제시했으며 실질적인 영세 상인임에도 오히려 과잉규제 대상이 된 프랜차이즈 슈퍼마켓 가맹점의 선의에 피해에 대한 법률적 구제방안도 제안하고자 한다. 본격적인 규제시행으로 유통업계는 해외진출 가속화, 유통업자 상표개발확대, 해외소싱상품 개발 등 경쟁력 강화를 위한 방안을 강구하고 중소상인과 대기업간의 상생모델인 프랜차이즈 가맹사업으로 사업방향을 전환하여 실질적인 상생협업모델을 추진하고 상생협력도 구축하면서 지속적인 성장을 추구해야한다.

Lattice-spring-based synthetic rock mass model calibration using response surface methodology

  • Mariam, Al-E'Bayat;Taghi, Sherizadeh;Dogukan, Guner;Mostafa, Asadizadeh
    • Geomechanics and Engineering
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    • 제31권5호
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    • pp.529-543
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    • 2022
  • The lattice-spring-based synthetic rock mass model (LS-SRM) technique has been extensively employed in large open-pit mining and underground projects in the last decade. Since the LS-SRM requires a complex and time-consuming calibration process, a robust approach was developed using the Response Surface Methodology (RSM) to optimize the calibration procedure. For this purpose, numerical models were designed using the Box-Behnken Design technique, and numerical simulations were performed under uniaxial and triaxial stress states. The model input parameters represented the models' micro-mechanical (lattice) properties and the macro-scale properties, including uniaxial compressive strength (UCS), elastic modulus, cohesion, and friction angle constitute the output parameters of the model. The results from RSM models indicate that the lattice UCS and lattice friction angle are the most influential parameters on the macro-scale UCS of the specimen. Moreover, lattice UCS and elastic modulus mainly control macro-scale cohesion. Lattice friction angle (flat joint fiction angle) and lattice elastic modulus affect the macro-scale friction angle. Model validation was performed using physical laboratory experiment results, ranging from weak to hard rock. The results indicated that the RSM model could be employed to calibrate LS-SRM numerical models without a trial-and-error process.

Analytical study on seepage behavior of a small-scale capillary barrier system under lateral no-flow condition

  • Byeong-Su Kim
    • Geomechanics and Engineering
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    • 제35권1호
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    • pp.13-27
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    • 2023
  • The model production for large-scale (lateral length ≥ 2.0 m) capillary barrier (CB) model tests is time and cost-intensive. To address these limitations, the framework of a small-scale CB (SSCB) model test under the lateral no-flow condition has been established. In this study, to validate the experimental methodology of the SSCB model test, a series of seepage analyses on the SSCB model test and engineered slopes in the same and additional test conditions was performed. First, the seepage behavior and diversion length (LD) of the CB system were investigated under three rainfall conditions. In the seepage analysis for the engineered slopes with different slope angles and sand layer thicknesses, the LD increased with the increase in the slope angle and sand layer thickness, although the increase rate of the LD with the sand layer thickness exhibited an upper limit. The LD values from the seepage analysis agreed well with the results estimated from the laboratory SSCB mode test. Therefore, it can be concluded that the experimental methodology of the SSCB model test is one of the promising alternatives to efficiently evaluate the water-shielding performance of the CB system for an engineered slope.

자유단조 공정 시 내부 기공 거동 예측을 위한 멀티스케일 유한요소해석 연구 (A Study of Multiple Scale FEM Modeling for Prediction of Inner Void Closing Behavior in Open Die Forging Process)

  • 곽은정;강경필;이경훈
    • 소성∙가공
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    • 제21권5호
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    • pp.319-323
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    • 2012
  • In order to predict the internal void closing behavior in open die forging process, multiple scale modeling has been developed and applied. The huge size difference between ingot and inner void makes it almost impossible to simultaneously model the actual loading conditions and the void shape. Multiple scale modeling is designed to integrate macro- and micro- models effectively and efficiently. The void closing behavior was simulated at 39 different locations in a large ingot during upsetting and cogging. The correlation between the closing behavior and variables such as effective plastic strain and maximum compressive strain was studied in order to find an efficient measure for predicting the soundness of the forging.

Large Eddy Simulation of Turbulent Premixed Flame in Turbulent Channel Flow

  • Ko Sang-Cheol;Park Nam-Seob
    • Journal of Mechanical Science and Technology
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    • 제20권8호
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    • pp.1240-1247
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    • 2006
  • Large eddy simulation of turbulent premixed flame in turbulent channel flow is studied by using G-equation. A flamelet model for the premixed flame is combined with a dynamic subgrid combustion model for the filtered propagation flame speed. The objective of this work is to investigate the validity of the dynamic subgrid G-equation model to a complex turbulent premixed flame. The effect of model parameters of the dynamic sub grid G-equation on the turbulent flame speed is investigated. In order to consider quenching of laminar flames on the wall, wall-quenching damping function is employed in this calculation. In the present study, a constant density turbulent channel flow is used. The calculation results are evaluated by comparing with the DNS results of Bruneaux et al.

Numerical procedures for extreme impulsive loading on high strength concrete structures

  • Danielson, Kent T.;Adley, Mark D.;O'Daniel, James L.
    • Computers and Concrete
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    • 제7권2호
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    • pp.159-167
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    • 2010
  • This paper demonstrates numerical techniques for complex large-scale modeling with microplane constitutive theories for reinforced high strength concrete, which for these applications, is defined to be around the 7000 psi (48 MPa) strength as frequently found in protective structural design. Applications involve highly impulsive loads, such as an explosive detonation or impact-penetration event. These capabilities were implemented into the authors' finite element code, ParaAble and the PRONTO 3D code from Sandia National Laboratories. All materials are explicitly modeled with eight-noded hexahedral elements. The concrete is modeled with a microplane constitutive theory, the reinforcing steel is modeled with the Johnson-Cook model, and the high explosive material is modeled with a JWL equation of state and a programmed burn model. Damage evolution, which can be used for erosion of elements and/or for post-analysis examination of damage, is extracted from the microplane predictions and computed by a modified Holmquist-Johnson-Cook approach that relates damage to levels of inelastic strain increment and pressure. Computation is performed with MPI on parallel processors. Several practical analyses demonstrate that large-scale analyses of this type can be reasonably run on large parallel computing systems.