• 제목/요약/키워드: ACD model

검색결과 89건 처리시간 0.019초

Optimization analysis on collection efficiency of vacuum cleaner based on two-fluid and CFD-DEM model

  • Wang, Lian;Chu, Xihua
    • Advances in Computational Design
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    • 제5권3호
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    • pp.261-276
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    • 2020
  • The reasonable layout of vacuum cleaner can effectively improve the collection efficiency of iron filings generated in the process of steel production. Therefore, in this study, the CFD-DEM coupling model and two-fluid model are used to calculate the iron filings collection efficiency of vacuum cleaner with different inclination/cross-sectional area, pressure drop and inlet angle. The results are as follows: The CFD-DEM coupling method can truly reflect the motion mode of iron filings in pneumatic conveying. Considering the instability and the decline of the growth rate of iron filings collection efficiency caused by high pressure drop, the layout of 75° inclination is suggested, and the optimal pressure drop is 100Pa. The optimal simulation results based on two-fluid model show that when the inlet angle and pressure drop are in the range of 45°~65° and 70Pa~100Pa, larger mass flow rate of iron filings can be obtained. It is hoped that the simulation results can offer some suggestion to the layout of vacuum cleaner in the rolling mill.

Numerical simulation of material damage for structural steels S235JR and S355J2G3

  • Kossakowski, Pawel G.;Wcislik, Wiktor
    • Advances in Computational Design
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    • 제3권2호
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    • pp.133-146
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    • 2018
  • The paper discusses numerical analysis of tensile notched specimens with the use of Gurson - Tvergaard - Needleman (GTN) material model. The analysis concerned S235JR and S355J2G3 steel grades, subjected to medium stress state triaxiality ratio, amounting 0.739. A complete procedure for FEM model preparation was described, paying special attention to the issue of determining material constants in the GTN model. An example of critical void volume fraction ($f_c$) experimental determination procedure was presented. Finally, the results of numerical analyses were discussed, indicating the differences between steel grades under investigation.

Collapse risk evaluation method on Bayesian network prediction model and engineering application

  • WANG, Jing;LI, Shucai;LI, Liping;SHI, Shaoshuai;XU, Zhenhao;LIN, Peng
    • Advances in Computational Design
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    • 제2권2호
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    • pp.121-131
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    • 2017
  • Collapse was one of the typical common geological hazards during the construction of tunnels. The risk assessment of collapse was an effective way to ensure the safety of tunnels. We established a prediction model of collapse based on Bayesian Network. 76 large or medium collapses in China were analyzed. The variable set and range of the model were determined according to the statistics. A collapse prediction software was developed and its veracity was also evaluated. At last the software was used to predict tunnel collapses. It effectively evaded the disaster. Establishing the platform can be subsequent perfect. The platform can also be applied to the risk assessment of other tunnel engineering.

Three-dimensional analysis of flexible pavement in Nepal under moving vehicular load

  • Ban, Bijay;Shrestha, Jagat K.;Pradhananga, Rojee;Shrestha, Kshitij C.
    • Advances in Computational Design
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    • 제7권4호
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    • pp.371-393
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    • 2022
  • This paper presents a three-dimensional flexible pavement simulated in ANSYS subjected to moving vehicular load on the surface of the pavement typical for the road section in Nepal. The adopted finite element (FE) model of pavement is validated with the classical theoretical formulations for half-space pavement. The validated model is further utilized to understand the damping and dynamic response of the pavement. Transient analysis of the developed FE model is done to understand the time varying response of the pavement under a moving vehicle. The material properties of pavement considered in the analysis is taken from typical road section used in Nepal. The response quantities of pavement with nonlinear viscoelastic asphalt layer are found significantly higher compared to the elastic pavement counterpart. The structural responses of the pavement decrease with increase in the vehicle speed due to less contact time between the tires of the vehicle and the road pavement.

Identification and risk management related to construction projects

  • Boughaba, Amina;Bouabaz, Mohamed
    • Advances in Computational Design
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    • 제5권4호
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    • pp.445-465
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    • 2020
  • This paper presents a study conducted with the aim of developing a model of tendering based on a technique of artificial intelligence by managing and controlling the factors of success or failure of construction projects through the evaluation of the process of invitation to tender. Aiming to solve this problem, analysis of the current environment based on SWOT (Strengths, Weaknesses, Opportunities, and Threats) is first carried out. Analysis was evaluated through a case study of the construction projects in Algeria, to bring about the internal and external factors which affect the process of invitation to tender related to the construction projects. This paper aims to develop a mean to identify threats-opportunities and strength-weaknesses related to the environment of various national construction projects, leading to the decision on whether to continue the project or not. Following a SWOT analysis, novel artificial intelligence models in forecasting the project status are proposed. The basic principal consists in interconnecting the different factors to model this phenomenon. An artificial neural network model is first proposed, followed by a model based on fuzzy logic. A third model resulting from the combination of the two previous ones is developed as a hybrid model. A simulation study is carried out to assess performance of the three models showing that the hybrid model is better suited in forecasting the construction project status than RNN (recurrent neural network) and FL (fuzzy logic) models.

An artificial neural network residual kriging based surrogate model for curvilinearly stiffened panel optimization

  • Sunny, Mohammed R.;Mulani, Sameer B.;Sanyal, Subrata;Kapania, Rakesh K.
    • Advances in Computational Design
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    • 제1권3호
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    • pp.235-251
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    • 2016
  • We have performed a design optimization of a stiffened panel with curvilinear stiffeners using an artificial neural network (ANN) residual kriging based surrogate modeling approach. The ANN residual kriging based surrogate modeling involves two steps. In the first step, we approximate the objective function using ANN. In the next step we use kriging to model the residue. We optimize the panel in an iterative way. Each iteration involves two steps-shape optimization and size optimization. For both shape and size optimization, we use ANN residual kriging based surrogate model. At each optimization step, we do an initial sampling and fit an ANN residual kriging model for the objective function. Then we keep updating this surrogate model using an adaptive sampling algorithm until the minimum value of the objective function converges. The comparison of the design obtained using our optimization scheme with that obtained using a traditional genetic algorithm (GA) based optimization scheme shows satisfactory agreement. However, with this surrogate model based approach we reach optimum design with less computation effort as compared to the GA based approach which does not use any surrogate model.

Elastoplastic nonlinear behavior of planar steel gabled frame

  • Moghaddam, Sina Heyrani;Masoodi, Amir R.
    • Advances in Computational Design
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    • 제4권4호
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    • pp.397-413
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    • 2019
  • In this paper, static nonlinear analysis of gable frame is performed using OpenSees software. Both geometric and material nonlinearities are considered in analyses. To consider large displacements, co-rotational coordinate transformation is used in software. The effects of symmetric and asymmetric support conditions including clamped and simple supports are studied. On the other hand, the material nonlinearity is reflected on analyses using Giuffre-Menegotto-Pinto steel material. Note that strain hardening characteristics are also considered in this model. Moreover, I-shaped cross-section is assumed for all members. The results are provided for different geometry properties of gable frame including shallow and deep inclined roof. It should be added that buckling and post-buckling behaviors of gable frame are investigated using related equilibrium paths. A comparison study is also implemented on the responses of buckling loads obtained for different support and geometry conditions. To trace snap-through paths completely, a displacement control method entitled arc-length is utilized. Findings show the capability of proposed model in nonlinear analysis of gable frames.

Optimization of productivity in the rehabilitation of building linked to BIM

  • Boulkenafet Nabil;Boudjellal Khaled;Bouabaz Mohamed
    • Advances in Computational Design
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    • 제8권2호
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    • pp.179-190
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    • 2023
  • In this paper, building information modelling (BIM) associated to the principle of significant items emerged at quantities and costs in the optimization of productivity related to the rehabilitation of the building where proposed and discussed. A quantitative and qualitative study related to the field of application based on some parameters such as pathology diagnosis, projects documents and bills of quantities were used for model development at the preliminary stage of this work. The study identified 14 quantities significant items specified to cost value based on the use of the 80/20 Pareto rule, through the integration of building information modelling (BIM) in the optimisation of labour productivity for rehabilitation of buildings. The results of this study reveal the reliability and the improvement of labour productivity using building information modelling process integrating quantities and cost significant items.

Application of ANFIS to the design of elliptical CFST columns

  • Ngoc-Long Tran;Trong-Cuong Vo;Duy-Duan Nguyen;Van-Quang Nguyen;Huy-Khanh Dang;Viet-Linh Tran
    • Advances in Computational Design
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    • 제8권2호
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    • pp.147-177
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    • 2023
  • Elliptical concrete-filled steel tubular (CFST) column is widely used in modern structures for both aesthetical appeal and structural performance benefits. The ultimate axial load is a critical factor for designing the elliptical CFST short columns. However, there are complications of geometric and material interactions, which make a difficulty in determining a simple model for predicting the ultimate axial load of elliptical CFST short columns. This study aims to propose an efficient adaptive neuro-fuzzy inference system (ANFIS) model for predicting the ultimate axial load of elliptical CFST short columns. In the proposed method, the ANFIS model is used to establish a relationship between the ultimate axial load and geometric and material properties of elliptical CFST short columns. Accordingly, a total of 188 experimental and simulation datasets of elliptical CFST short columns are used to develop the ANFIS models. The performance of the proposed ANFIS model is compared with that of existing design formulas. The results show that the proposed ANFIS model is more accurate than existing empirical and theoretical formulas. Finally, an explicit formula and a Graphical User Interface (GUI) tool are developed to apply the proposed ANFIS model for practical use.

개에서 DNCB에 의해 유발된 알레르기성 접촉피부염에 대한 폴리감마글루탐산의 항염증 효과 (Anti-Inflammatory Effects of Poly-${\gamma}$-Glutamic Acid on DNCB-Induced Allergic Contact Dermatitis in Dogs)

  • 김현곤;김길수;오태호
    • 한국임상수의학회지
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    • 제29권4호
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    • pp.283-296
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    • 2012
  • 알레르기성 접촉피부염은 T세포와 대식세포가 관여하는 세포매개성 면역반응으로 항원에 노출된 뒤 수 일 후에 증상이 나타나는 지연형 반응이다. 그 과정은 감작기와 유발기로 나뉘는데 감작기에는, 표피장벽을 통해 유입된 항원이 표피기저층에 있는 항원전달세포에 의해 처리된 후 림프절로 이동되어 T세포에 의해 인식되고 그 T세포는 항원특이 T세포로 활성화된다. 유발기는 동일 항원이 재감작될 때 항원특이 T세포의 반응을 활성화시키고 다양한 cytokine 분비를 통해 염증세포를 항원 유입부위로 이동시킨다. 본 연구에서는 DNCB로 알레르기성 접촉피부염을 유발한 개의 모델에 폴리감마글루탐산의 항염증 효과를 평가하였다. 폴리감마글루탐산은 12일간 적용하였고 실험기간 동안 이틀 간격으로 피부 생리학적 지표를 측정하였으며 적용 후 cytokine 측정과 조직병리학적 검사를 실시하였다. DNCB 적용후 피부 생리학적 지표의 변화로 표피경유수분손실, 피부 수화도, 피부 두께 그리고 홍반지수는 증가하였고 피부 산도는 감소하였다(p < 0.05). 조직병리학적 검사결과 염증세포 침윤과 부종성 변화에 의한 상피두께 증가 및 진피 결합조직의 감소가 특징적으로 나타났다. 또한 진피에서 pro-inflammatory cytokine인 TNF-${\alpha}$와 IFN-${\gamma}$ 수치 및 상피에서 apoptotic change의 지표인 caspase-3와 PARP 면역반응세포의 수치가 유의적으로 증가하였다(p < 0.01). 하지만 폴리감마글루탐산 적용으로 피부 생리학적 지표(p < 0.05) 및 조직병리학적 변화가(p < 0.01) 기본 수치로 회복되었다. 따라서 본 연구를 통해 개에서 DNCB에 의한 알레르기성 접촉피부염 유발 및 폴리감마글루탐산의 우수한 항염증 효과를 확인하였고 그 결과 폴리감마글루탐산은 향후 피부염에 대한 치료제로 사용할 수 있을 것으로 기대된다.