• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2005년도 춘계학술대회 논문집
• /
• pp.385-390
• /
• 2005

A specimen with residual stress due to welding was analyzed by three-dimensional cohesive zone model. The residual stress distribution was calculated by simulating welding process, and cohesive elements were located along crack propagation planes. Crack growth is possible since two planes of the cohesive element are separated beyond a maximum load carrying capacity. Stress fields around a crack tip are compared for specimens with and without residual stresses. Load-displacement curves and crack growth behaviors are also examined.

• Tribology and Lubricants
• /
• 제21권6호
• /
• pp.256-262
• /
• 2005

The calculation of bump foil deflection is very important to predict the performance of foil bearings more accurately, because the foil bearings consist of top foil and its elastic foundation usually called bump foil. For the purpose of this, a finite element model considering 3-dimensional structure of the bump foil is developed to calculate the deflection of inter-connected bump. The results obtained from the suggested model are compared and analyzed with those from the previous proposed deflection models. In addition, load capacity of the foil bearings is analyzed by using this model.

• 해양환경안전학회지
• /
• 제17권4호
• /
• pp.315-322
• /
• 2011

전 세계적으로 연안양식산업의 중요성은 날로 증대되고 있지만, 반폐쇄성 내만의 연안환경은 양식의 장기화 및 과밀식에 의하여 연안 오염이 가중되고 있다. 지속적인 연안양식을 위하여, 해양생태계에 부하를 주지 않는 생태학적 수용능력 산정을 통한 친환경적 어장관리의 필요성이 대두되고 있다. 생태학적 수용능력 산정 모델링의 경우, 전체 생태계와 모든 양식활동을 고려해야 하기 때문에, 그 개발 및 적용에 있어 아직 초기단계에 있다. 대안으로, 양식장의 생태학적 능률을 산정하는 생태지표에 대한 요구가 있다. 본 연구는 대상해역의 기초생산력과 굴 양식장의 섭취율을 고려한 여과압 지표를 사용하여 생태학적 수용능력 산정을 시도하였다. 2008년, 거제한산만에 시설되어있는 굴 양식장의 여과압 지표값은 0.203으로 나타났으며, 생산량은 4,935M/T로서 49개체/$m^3$로 시설되어 있다. 거제한산만의 현재 시설된 굴 양식장과 환경적 특성에 따라, 해양생태계에 부하를 주지 않는 생태학적 수용능력에 관해 새로이 산정된 여과압 지표는 0.102였다. 결과적으로, 거제한산만의 굴 양식장의 생태학적 수용능력은 현 생산량에서 49.8% 저감된 2,480M/T, 25개체/$m^3$였고, 이는 생태학적 과정, 종, 군집에 현저한 변화를 주지 않고서 거제한산만에 도입될 수 있는 양식장의 수용능력을 나타낸다. 본 연구는 굴 양식장의 지속적인 생산을 위하여 생태학적 수용능력을 산정할 수 있는 생태지표를 활용하였으며, 이는 친환경적 어장관리의 과학적 근거로 활용될 수 있다.

• Computers and Concrete
• /
• 제24권1호
• /
• pp.37-49
• /
• 2019

In this study, the shear behaviour of reinforced concrete (RC) beams that were retrofitted using precast panels of ultra-high performance fiber reinforced concrete (UHPFRC) is presented. The precast UHPFRC panels were glued to the side surfaces of RC beams using epoxy adhesive in two different configurations: (i) retrofitting two sides, and (ii) retrofitting three sides. Experimental tests on the adhesive bond were conducted to estimate the bond capacity between the UHPFRC and normal concrete. All the specimens were tested in shear under varying levels of shear span-to-depth ratio (a/d=1.0; 1.5). For both types of configuration, the retrofitted specimens exhibited a significant improvement in terms of stiffness, load carrying capacity and failure mode. In addition, the UHPFRC retrofitting panels glued in three-sides shifted the failure from brittle shear to a more ductile flexural failure with enhancing the shear capacity up to 70%. This was more noticeable in beams that were tested with a/d=1.5. An approach for the approximation of the failure capacity of the retrofitted RC beams was evolved using a multi-level regression of the data obtained from the experimental work. The predicted values of strength have been validated by comparing them with the available test data. In addition, a 3-D finite element model (FEM) was developed to estimate the failure load and overall behaviour of the retrofitted beams. The FEM of the retrofitted beams was conducted using the non-linear finite element software ABAQUS.

• Steel and Composite Structures
• /
• 제43권6호
• /
• pp.785-796
• /
• 2022

Concrete-encased steel (CES) beam, in which structural steel is encased in a reinforced concrete (RC) section, is widely applied in high-rise buildings as transfer beams due to its high load-carrying capacity, great stiffness, and good durability. However, these CES beams are prone to shear failure because of the low shear span-to-depth ratio and the heavy load. Due to the high load-carrying capacity and the brittle failure process of the shear failure, the accurate strength prediction of CES beams significantly influences the assessment of structural safety. In current design codes, design formulas for predicting the shear strength of CES beams are based on the so-called "superposition method". This method indicates that the shear strength of CES beams can be obtained by superposing the shear strengths of the RC part and the steel shape. Nevertheless, in some cases, this method yields errors on the unsafe side because the shear strengths of these two parts cannot be achieved simultaneously. This paper clarifies the conditions at which the superposition method does not hold true, and the shear strength of CES beams is investigated using a compatible truss-arch model. Considering the deformation compatibility between the steel shape and the RC part, the method to obtain the shear strength of CES beams is proposed. Finally, the proposed model is compared with other calculation methods from codes AISC 360 (USA, North America), Eurocode 4 (Europe), YB 9082 (China, Asia), JGJ 138 (China, Asia), and AS/NZS 2327 (Australia/New Zealand, Oceania) using the available test data consisting of 45 CES beams. The results indicate that the proposed model can predict the shear strength of CES beams with sufficient accuracy and safety. Without considering the deformation compatibility, the calculation methods from the codes AISC 360, Eurocode 4, YB 9082, JGJ 138, and AS/NZS 2327 lead to excessively conservative or unsafe predictions.

• 대한산업공학회지
• /
• 제22권4호
• /
• pp.551-565
• /
• 1996

We present the required handover capacity of personal communication service exchange(PCX). We use the flow-based mobility model. The dimension of PCX area and the number of radio port controller(RPC) in a PCX are determined according to the traffic carrying capacity of switching system and RPC. For the rectangular or square-shaped PCX/RPC area and the personal communication service environment with pedestrian traffic, we perform numerical computations to investigate the sensitivity to cell size, portable station(PS) terminating traffic, its density, and its average speed. The results how that the size of PCX/RPC area decreases as the PS terminating traffic and the PS density increase, and the PCX handover capacity required is more than 73,000 in the number of transactions per hour.

• Computers and Concrete
• /
• 제31권3호
• /
• pp.253-265
• /
• 2023

In this research, the gene expression programming (GEP) technique was employed to provide a new model for predicting the maximum loading capacity of concrete-encased steel (CES) columns. This model was developed based on 96 CES column specimens available in the literature. The six main parameters used in the model were the compressive strength of concrete (f_c), yield stress of structural steel (f_ys), yield stress of steel rebar (f_yr), and cross-sectional areas of concrete, structural steel, and steel rebar (A_c, A_s and A_r respectively). The performance of the prediction model for the ultimate load-carrying capacity was investigated using different statistical indicators such as root mean square error (RMSE), correlation coefficient (R), mean absolute error (MAE), and relative square error (RSE), the corresponding values of which for the proposed model were 620.28, 0.99, 411.8, and 0.01, respectively. Here, the predictions of the model and those of available codes including ACI ITG, AS 3600, CSA-A23, EN 1994, JGJ 138, and NZS 3101 were compared for further model assessment. The obtained results showed that the proposed model had the highest correlation with the experimental data and the lowest error. In addition, to see if the developed model matched engineering realities and corresponded to the previously developed models, a parametric study and sensitivity analysis were carried out. The sensitivity analysis results indicated that the concrete cross-sectional area (A_c) has the greatest effect on the model, while parameter (f_yr) has a negligible effect.

• 수산해양기술연구
• /
• 제54권3호
• /
• pp.217-223
• /
• 2018

Overfishing capacity has become a global issue due to over-exploitation of fisheries resources, which result from excessive fishing intensity since the 1980s. In the case of Korea, the fishing effort has been quantified and used as an quantified index of fishing intensity. Fisheries resources of coastal fisheries in the Korean waters of the East Sea tend to decrease productivity due to deterioration in the quality of ecosystem, which result from the excessive overfishing activities according to the development of fishing gear and engine performance of vessels. In order to manage sustainable and reasonable fisheries resources, it is important to understand the fluctuation of biomass and predict the future biomass. Therefore, in this study, we forecasted biomass in the Korean waters of the East Sea for the next two decades (2017~2036) according to the changes in fishing intensity using four fishing effort scenarios; $f_{current}$, $f_{PY}$, $0.5{\times}f_{current}$ and $1.5{\times}f_{current}$. For forecasting biomass in the Korean waters of the East Sea, parameters such as exploitable carrying capacity (ECC), intrinsic rate of natural increase (r) and catchability (q) estimated by maximum entropy (ME) model was utilized and logistic function was used. In addition, coefficient of variation (CV) by the Jackknife re-sampling method was used for estimation of coefficient of variation about exploitable carrying capacity ($CV_{ECC}$). As a result, future biomass can be fluctuated below the $B_{PY}$ level when the current level of fishing effort in 2016 maintains. The results of this study are expected to be utilized as useful data to suggest direction of establishment of fisheries resources management plan for sustainable use of fisheries resources in the future.

• 한국수자원학회논문집
• /
• 제40권1호
• /
• pp.1-10
• /
• 2007

더 많은 수자원을 확보하기 위한 하나의 대안으로서 다목적 저수지의 홍수조절공간과 이수공간 사이에서 용량 재할당 방안을 제안하였다. 저수용량 재할당이란 기존의 저수지에 물리적 변화 없이 좀 더 많은 편익을 얻을 수 있도록 상시만수위를 조정하는 관리 기법이다. 본 연구의 목적은 홍수조절에 미치는 악영향을 최소화하면서 용수공급에 필요한 용량을 증대시킬 수 있는 저수지 용량 재할당 방법론을 개발하는 것이다. 이 방법은 다양한 빈도별 유입홍수량에 대한 홍수기 저수지 모의운영, 중요지점까지 홍수추적, 하천최대허용유량 검토, 재할당 수위에 대한 저수지 공급능력 검토 등으로 구성되어 있다. 홍수조절을 위한 저수지 모의운영 모형으로는 Rigid ROM과 HEC-5를 사용하였다. 본 연구에서 제안된 방법을 금강 유역에 적용하였다. 특히 상류의 저수지가 존재할 때와 존재하지 않을 때를 고려하여 서로 경합하는 목적들 사이의 절충을 분석하였다.

• 한국방재안전학회논문집
• /
• 제15권3호
• /
• pp.89-99
• /
• 2022

교량은 경제 및 사회적 활동에 토대가 되는 핵심적인 사회기반시설이다. 우리나라의 교량은 70년대 경제발전과 함께 건설되기 시작하여 80~90년대에 집중적으로 건설되었다. 최근, 공용년수가 30년을 초과하는 교량의 수가 증가하고 있어서 교량의 안전을 확보하기 위해서는 지속적인 유지관리가 필요하다. 특히, 교량 노후화에 대응하기 위하여 ICT 기술을 활용한 유지관리, 예방적 유지관리, 생애주기 비용 절감, 교량 장수명화와 같은 기술 개발 연구들이 활발히 추진되고 있다. 본 논문은 교량의 내하성능 추정 모델 개발 연구의 일환으로 교량의 안전성 평가 자료에 기초한 상관관계 분석 결과를 제시한다. 분석 결과를 통해, 교량의 내하성능과 상관성이 높은 지표를 도출하였다.