• 한국추진공학회지
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• 제18권3호
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• pp.62-69
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• 2014

초음속 항공기의 추진기관으로 이용되는 후기연소기 장착 터보팬 엔진의 축소-확대 노즐에 대한 예비 연구를 수행하였다. 이를 위하여 지상정지 표준 대기에서 29,000 lbf 급의 추력을 발생시키는 저 바이패스비를 가진 후기 연소기 장착 터보팬 엔진에 대한 사이클 모델을 설정하였다. 설정된 모델 엔진을 이용하여 Gasturb 12 소프트웨어로 설계점에 대한 성능해석을 수행하여 터빈 후방에서의 일차원 유동특성을 얻을 수 있었다. 항공기 이륙시의 최대추력 조건으로부터 바이패스 덕트와 코어엔진에서 흐르는 가스유동으로부터 엔진의 크기 및 형상에 대한 기본제원을 도출하였다. 탈 설계점 성능해석은 최대 비행 마하수 2.0, 최고 비행고도 15,000 m로 운용되는 항공기의 다양한 운용조건에 대하여 수행하였다.

• 구강회복응용과학지
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• 제18권4호
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• pp.321-329
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• 2002

Bending moments results from offset overloading of dental implant, which may cause stress concentrations to exceed the physiological capacity of cortical bone and lead to various kinds of mechanical failures. The purpose of this study was to compare the distributing pattern of stress on the finite element models with the different angulated placement of dental implant in mandibular posterior missing areas. The three kinds of finite element model, were designed according to 3 main configurations: Model 1(parallel typed placement of 2 fixtures), Model 2(15. distal angulated placement of one fixture on second molar area), Model 3(15. mesial angulated placement of one fixture on second molar area). The cemented crowns for mandibular first and second molars were made on the two fixtures (4mm 11.5). Three-dimensional finite element models by two fixtures were constructed with the components of the implant and surrounding bone. A 200N vertical static load were applied to the center of central fossa and the point 2mm apart from the center of central fossa on each model. The preprocessing, solving and postprocessing procedures were done by using FEM analysis software NISA/DISPLAY IV Version 10.0((Engineering Mechanics Research Corporation, USA). Von Mises stresses were evaluated and compared in the supporting bone, fixtures, and abutment. The results were as following : (1) Under the point loading at the central fossa, the direction of angulated fixture affected the stress pattern of implants. (2) Under the offset loading, the position of loading affected more on the stress concentration of implants compare to the angulated direction of implants. The results had a tendency to increase the stress on the supporting bone, fixture and screw under the offset loads when the placement angulation of implant fixture is placed toward mesial or distal direction. In designing of the occlusal scheme for angulated placement, placing the occlusal contacts axially during chewing appears to have advantages in a biomechanical viewpoint.

• Steel and Composite Structures
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• 제29권4호
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• pp.451-464
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• 2018

This paper presents some quasi-static tests for 4 mixed columns composed of CFST column and RC column. The seismic performance and failure mode were studied under low-cyclic revised loading. The failure mode was observed under different axial compression ratios. The hysteretic curve and skeleton curve were obtained. The effects of axial compression ratio on yield mechanism, displacement ductility, energy dissipation, stiffness and strength attenuation were analyzed. The results indicate that the failure behavior of CFST-RC mixed column with archaized style is mainly caused by bending failure and accompanied by some shear failure. The axial compression ratio performs a control function on the yielding order of the upper and lower columns. The yielding mechanism has a great influence on the ductility and energy dissipation capacity of specimens. Based on the experiment, finite element analysis was made to further research the seismic performance by ABAQUS software. The variable parameters were stiffness ratio of upper and lower columns, axial compression ratio, yielding strength of steel tube, concrete strength and rebar ratio. The simulation results show that with the increase of stiffness ratio of the upper and lower columns, the bearing capacity and ductility of specimens can correspondingly increase. As the axial compression ratio increases, the ductility of the specimen decreases gradually. The other three parameters both have positive effect on the bearing capacity but have negative effect on the ductility. The results can provide reference for the design and engineering application of mixed column consisted of CFST-RC in Chinese archaized buildings.

• Structural Engineering and Mechanics
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• 제85권5호
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• pp.593-605
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• 2023

This work presents a comparison between analytical and finite element analysis for bending of porous sandwich functionally graded material (FGM) plates. The plate is rectangular and simply supported under static sinusoidal loading. Material properties of FGM are assumed to vary continuously across the face sheets thickness according to a power-law function in terms of the volume fractions of the constituents while the core is homogeneous. Four types of porosity are considered. A refined higher-order shear with normal deformation theory is used. The number of unknowns in this theory is five, as against six or more in other shear and normal deformation theories. This theory assumes the nonlinear variation of transverse shear stresses and satisfies its nullity in the top and bottom surfaces of the plate without the use of a shear correction factor. The governing equations of equilibrium are derived from the virtual work principle. The Navier approach is used to solve equilibrium equations. The constitutive law of the porous FGM sandwich plate is implemented for a 3D finite element through a subroutine in FORTRAN (UMAT) in Abaqus software. Results show good agreement between the finite element model and the analytical method for some results, but the analytical method keeps giving symmetric results even with the thickness stretching effect and load applied to the top surface of the sandwich.

• Earthquakes and Structures
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• 제25권5호
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• pp.359-367
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• 2023

High-rise structures are considered as symbols of economic power and leadership. Developing countries like India are also emerging as centers for new high-rise buildings (HRB). As the land is expensive and scarce everywhere, construction of tall buildings becomes the best solution to resolve the problem. But, as building's height increases, its stiffness reduces making it more susceptible to vibrations due to wind and earthquake forces. Several systems are available to control vibrations or deflections; however, outrigger systems are considered to be the most effective systems in improving lateral stiffness and overall stability of HRB. In this paper, a 42-storey RCC HRB is analyzed to determine the optimum position of outriggers of different materials. The linear static analysis of the building is performed with and without the provision of virtual outriggers of reinforced cement concrete (RCC) and pre-stressed concrete (PSC) at different storey levels by response spectrum method using finite element based Extended3D Analysis of building System (ETABS) software for determining responses viz. storey displacement, base shear and storey drift for individual models. The maximum allowable limit and percentage variations in earthquake responses are verified using the guidelines of Indian seismic codes. Results indicate that the outriggers contribute in significantly reducing the storey displacement and storey drift up to 28% and 20% respectively. Also, it is observed that the PSC outriggers are found to be more efficient over RCC outriggers. The optimum location of both types of outriggers is found to be at the mid height of building.

• Structural Engineering and Mechanics
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• 제78권1호
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• pp.41-52
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• 2021

Inelastic static pushover analysis has been used in the academic-research widely for seismic analysis of structures. Nowadays, the variety pushover analysis methods have been developed, including Modal pushover, Adaptive pushover, and Cyclic pushover, in which some weaknesses of the conventional pushover method have been rectified. In the conventional pushover analysis method, the effects of cumulative growth of cracks are not considered on the reduction of strength and stiffness of RC members that occur during earthquake or cyclic loading. Therefore, the Cyclic Pushover Analysis Method (CPA) has been proposed. This method is a powerful technique for seismic evaluation of regular reinforced concrete buildings in which the first mode of them is dominant. Since the bridges have different structures than buildings, their results cannot necessarily be attributed to bridges, and more research is needed. In this study, a cyclic pushover analysis with four loading protocols (suggested by valid references) by the Opensees software was conducted for seismic evaluation of two regular reinforce concrete bridges. The modeling method was validated with the comparison of the analytical and experimental results under both cyclic and dynamic loading. The failure mode of the piers was considered in two-mode of flexural failure and also a flexural-shear failure. Along with the cyclic analysis, conventional analysis has been studied. Also, the nonlinear incremental dynamic analysis (IDA) method has been used to examine and compare the results of pushover analyses. The time history of 20 far-field earthquake records was used to conduct IDA. After analysis, the base shear vs. displacement in the middle of the deck was drawn. The obtained results show that the cyclic pushover analysis method is able to evaluate an accurate seismic behavior of the reinforced concrete piers of the bridges. Based on the results, the cyclic pushover has proper convergence with IDA. Its accuracy was much higher than the conventional pushover, in which the bridge piers failed in flexural-shear mode. But, in the flexural failure mode, the results of each two pushover methods were close approximately. Besides, the cyclic pushover method with ACI loading protocol, and ATC-24 loading protocol, can provided more accurate results for evaluating the seismic investigation of the bridges, specially if the bridge piers are failed in flexural-shear failure mode.

• Steel and Composite Structures
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• 제48권1호
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• pp.43-57
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• 2023

The impacts of waste tire rubber (WTR) on the bending conduct of reinforced concrete beams (RCBs) are investigated in visualization of experimental tests and 3D finite element model (FEM) using both ANSYS and SAP2000. Several WTR rates are used in total 4 various full scale RCBs to observe the impact of WTR rate on the rupture and bending conduct of RCBs. For this purpose, the volumetric ratios (Vf) of WTR were chosen to change to 0%, 2.5%, 5% and 7.5% in the whole concrete. In relation to experimental test consequences, bending and rupture behaviors of the RCBs are observed. The best performance among the beams was observed in the beams with 2.5% WTR. Furthermore, as stated by test consequences, it is noticed that while WTR rate in the RCBs is improved, max. bending in the RCBs rises. For test consequences, it is clearly recognized as WTR rate in the RCB mixture is improved from 0% to 2.5%, deformation value in the RCB remarkably rises from 3.89 cm to 7.69 cm. This consequence is markedly recognized that WTR rates have a favorable result on deformation values in the RCBs. Furthermore, experimental tests are compared to 3D FEM consequences via using ANSYS software. In the ANSYS, special element types are formed and nonlinear multilinear misses plasticity material model and bilinear misses plasticity material model are chosen for concrete and compression and tension elements. As a consequence, it is noticed that each WTR rates in the RCBs mixture have dissimilar bending and rupture impacts on the RCBs. Then, to observe the impacts of WTR rate on the constructions under near-fault ground motions, a reinforced-concrete building was modelled via using SAP2000 software using 3-D model of the construction to complete nonlinear static analysis. Beam, column, steel haunch elements are modeled as nonlinear frame elements. Consequently, the seismic impacts of WTR rate on the lateral motions of each floor are obviously investigated particularly. Considering reduction in weight of structure and capacity of the members with using waste tire rubber, 2.5% of WTR resulted in the best performance while the construction is subjected to near fault earthquakes. Moreover, it is noticeably recognized that WTR rate has opposing influences on the seismic displacement behavior of the RC constructions.

• 대한방사선기술학회지:방사선기술과학
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• 제34권1호
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• pp.51-58
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• 2011

본 연구의 목적은 회전조사 시 표적종양의 위치변위와 갠트리의 조사반경에 의한 치료깊이 변화에 따른 모의치료계획 결과와 선량전달 결과상의 오차를 분석하고자 하였다. 깊이 변위가 가장 이상적인 경우, 즉 팬텀의 중심에 표적이 위치한 경우와 한쪽으로 2.5 cm, 5 cm씩 치우친 경우로 나누어 모의실험하였다. 표적의 위치 변화에 따른 모의치료계획을 실시하기 위하여 IMRT Body 팬톰(I'mRT Phantom, Wellhofer Dosimetry, Germany)를 이용하여 전산화단층촬영장치(Computed Tomography, Light speed 16, GE, USA)로 데이터를 획득하였다. 획득된 영상을 이용하여 치료계획장치(Treatment Planning System, Eclipse, ver. 6.5, VMS, Palo Alto, USA)를 이용하여 정중앙, 2.5 cm, 5 cm에 가상의 치료표적을 만들어 모의치료계획을 수립하였다. 선형가속기(CL21EX, VMS, Palo Alto, USA)의 6 MV 광자선과 최근 개발된 Gafchromic 필름(EBT2, ISP, Wayne, USA)을 이용하여 선량분포를 측정하였고, 선량분석프로그램(OmniPro-IMRT, ver. 1.4, Wellhofer Dosimetry, Germany)을 이용하여 모의치료계획 데이터와 측정 데이터를 정량적으로 분석하였다. 분석프로그램으로 횡축방향 선량분포 프로파일(Cross-plane profile)과 선량분포를 정량적으로 분석하기 위하여 감마인덱스(DD: 3%, DTA: 2 mm) 히스토그람을 이용하였다. 표적과 표적주변의 선량분포는 Conformity index(CI), Homogeneity index(HI)를 이용하여 정량적으로 분석하였다. 치료표적 전체체적에 대한 100% 선량분포에 포함되는 체적을 비교하여 분석하였다. 표적의 위치가 5 cm 에 있는 경우 다문동적회전조사(Multiple Conformal Arc Therapy, MCAT)는 23.8%, 단일동적회전조사(Single Conformal Arc Therapy, SCAT)는 35.6%, 고정조사는 37%였고, 표적이 2.5 cm에 있는 경우 MCAT 61%, SCAT 21.5%, 고정조사 14.2%로 분석되었다. 표적의 위치가 중앙에 있는 경우 MCAT 70.5%, SCAT 14.1%, 고정조사 36.3%로 나타났다. 표적의 위치가 5 cm 치우쳐 있는 경우를 제외하고 MCAT의 100% 선량분포에 포함되는 체적이 가장 크게 나타났다. 감마인덱스 히스토그램 분석결과, SCAT의 경우 37.1, 27.3, 29.2로 MCAT의 경우 9.2, 8.4, 10.3에 비해 최소 2.8배, 최대 4배 오차가 크게 나타났다. 결론적으로, 동적조형회전조사 시 표적종양의 위치변이와 조사반경의 변화에 따라 선량전달오류의 가능성을 알 수 있었으며 치료표적의 위치가 정중앙이 아닐 경우, 깊이와 회전반경을 최적화함으로써 정확한 선량 전달을 할 수 있다고 생각한다.

• 한국건설순환자원학회논문집
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• 제6권2호
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• pp.100-107
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• 2018

초고강도 섬유보강 콘크리트 50M 합성 박스거더에 대한 재료적 비선형 및 기하학적 비선형 유한요소해석이 수행되었다. 인장과 압축구역에서 구성방정식을 실험에 근거하여 모델링하였다. 비선형 유한요소해석의 정확성은 UHPFRC 50M 합성거더의 실험 결과와 비교하여 검증하였다. 1.5% 체적대비 섬유혼입률, 135MPa 압축강도 및 18MPa 휨인장강도 특성을 가진 UHPFRC 50M 합성거더에 대한 휨실험이 수행되었다. 포스트텐션힘으로 결합된 UHPFRC 합성거더는 3개의 UHPFRC 분절 U거더와 고강도 철근콘크리트 슬래브로 구성되었다. Midas FEA를 사용하여 UHPFRC 거더 부분은 8개 절점을 가진 3차원 6면체 모델링을 하였고, 철근와 강연선은 2개 절점을 가진 선형 요소로 모델링하였다. Total strain crack 모델에 기반을 둔 압축 및 인장 다중 선형모델을 사용하여 구성방정식을 설정하였고 균열은 smeared crack model로 구성하였다. 철근과 강연선의 비선형성은 Von Mises 규준을 적용하였다. 비선형 정적해석은 Newton-Rhapson 기법의 수렴치를 사용한 점진적 반복기법을 사용하여 해를 수행하였다. 유한요소해석은 하중-변위관계, 중립축 변화관계 및 균열양상에 대하여 실험 결과와 수치 해석 결과를 비교하여 검증하였다. 하중-변위 관계는 실험 결과와 비교해볼 때 매우 정확한 결과를 보여주고 있다. 본 논문에서 수행한 비선형 유한요소해석법은 철근보강 포스트텐션닝 초고강도 섬유보강 합성 박스거더의 휨거동 해석에 만족한 결과를 보여주고 있다.

• Asia Marketing Journal
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• 제16권1호
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• pp.35-69
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• 2014

The impact of competition on pricing has been studied in the context of counterfactual merger analyses where expected optimal prices in a hypothetical monopoly are compared with observed prices in an oligopolistic market. Such analyses would typically assume static decision making by consumers and firms and thus have been applied mostly to data obtained from consumer packed goods such as cereal and soft drinks. However such static modeling approach is not suitable when decision makers are forward looking. When it comes to the markets for durable products with indirect network effects, consumer purchase decisions and firm pricing decisions are inherently dynamic as they take into account future states when making purchase and pricing decisions. Researchers need to take into account the dynamic aspects of decision making both in the consumer side and in the supplier side for such markets. Firms in a two-sided market typically subsidize one side of the market to exploit the indirect network effect. Such pricing behaviors would be more prevalent in competitive markets where firms would try to win over the battle for standard. While such qualitative expectation on the relationship between pricing behaviors and competitive structures could be easily formed, little empirical studies have measured the extent to which the distinct pricing structure in two-sided markets depends on the competitive structure of the market. This paper develops an empirical model to measure the impact of competition on optimal pricing of durable products under indirect network effects. In order to measure the impact of exogenously determined competition among firms on pricing, we compare the equilibrium prices in the observed oligopoly market to those in a hypothetical monopoly market. In computing the equilibrium prices, we account for the forward looking behaviors of consumers and supplier. We first estimate a demand function that accounts for consumers' forward-looking behaviors and indirect network effects. And then, for the supply side, the pricing equation is obtained as an outcome of the Markov Perfect Nash Equilibrium in pricing. In doing so, we utilize numerical dynamic programming techniques. We apply our model to a data set obtained from the U.S. video game console market. The video game console market is considered a prototypical case of two-sided markets in which the platform typically subsidizes one side of market to expand the installed base anticipating larger revenues in the other side of market resulting from the expanded installed base. The data consist of monthly observations of price, hardware unit sales and the number of compatible software titles for Sony PlayStation and Nintendo 64 from September 1996 to August 2002. Sony PlayStation was released to the market a year before Nintendo 64 was launched. We compute the expected equilibrium price path for Nintendo 64 and Playstation for both oligopoly and for monopoly. Our analysis reveals that the price level differs significantly between two competition structures. The merged monopoly is expected to set prices higher by 14.8% for Sony PlayStation and 21.8% for Nintendo 64 on average than the independent firms in an oligopoly would do. And such removal of competition would result in a reduction in consumer value by 43.1%. Higher prices are expected for the hypothetical monopoly because the merged firm does not need to engage in the battle for industry standard. This result is attributed to the distinct property of a two-sided market that competing firms tend to set low prices particularly at the initial period to attract consumers at the introductory stage and to reinforce their own networks and eventually finally to dominate the market.