• 한국안전학회지
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• 제28권3호
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• pp.1-5
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• 2013

In order to evaluate fatigue endurance for an MTB(mountain bike) frame, FEM(finite element method) analysis was performed. For evaluating the fatigue endurance of the MTB frame, the S-N data for Al-6061 fillet weldment were compared with the stress analysis results through FEM analysis of the frame. Three loading condition, pedalling, horizontal and vertical loading conditions were considered for fatigue endurance evaluation. Horizontal loading(+1200 N) condition was found to be the most severe to the frame. The maximum von Mises stress of the frame under horizontal loading(+1200 N) condition was determined 294 MPa through FEM analysis of the frame. Conclusively, on the basis of fatigue strength of 200 MPa at the number of cycles of 50,000, the MTB frame has an improper safety factor of approximately 0.25, suggesting that this frame needs reinforcement.

• 한국안전학회지
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• 제38권3호
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• pp.61-68
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• 2023

This study performed a structural performance evaluation of a system scaffolding for elevator installation work developed in previous studies. The structural performance was evaluated via a structural test conducted to apply the working load specified in the design standard. The deflection of the horizontal member and the stress of each member constituting the system scaffolding were measured. Consequently, the structural safety evaluation including structural behavior and required performance was performed using the deflection and stresses measured from the structural test. The structural test and safety evaluation results based on the heavy working load corresponding to the design load indicated that the deflection, which is the performance criterion of the horizontal member, did not exceed the allowable value. Further, each member's stress, which is a safety evaluation indicator, did not exceed the allowable strength for both horizontal and vertical members with bending behavior and fordable bracing with tensile behavior, while also satisfying the required safety factor. In addition, the results confirmed the safety against deformation, partial damage, and destruction owing to excessive and maximum load. Therefore, the system scaffolding developed in this study satisfies both the structural performance and safety required by the design standards; thus, it can be applied to elevator installation work sites.

• 지구물리와물리탐사
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• 제20권4호
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• pp.207-215
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• 2017

비전통 에너지 자원의 하나인 셰일가스를 개발하기 위해서는 수평시추와 수압파쇄가 필요하고 이 작업들은 수평응력차비가 낮은 곳에서 실시한다. 수평응력차비는 일반적으로 최대 수평응력과 최소 수평응력을 측정하여 구하지만 동탄성계수와 이방성변수를 활용하여 구하기도 한다. 본 연구에서는 단양 석회암 암석코어 시료실험을 통해 이방성 특성을 살펴보고 수평응력차비를 구하였다. 단양 석회암체에서 퇴적 층리면에 수직, 45도, 수평방향으로 된 암석코어 시료를 성형하고 P파 속도, S파 속도, 밀도를 측정한 후 동탄성계수, 컴플라이언스계수를 구하여 수평응력차비를 계산하였다. 시료분석결과 수평응력차비는 약 0.185로 제시하였다. 단양 석회암은 층리 대칭축에 따라서 P파, S파의 속도가 변화하여 Thomsen 매개변수 값도 이와 같은 특징을 잘 반영하고 있으며 수평응력차비는 포아송 비보다 컴플라이언스 값에 영향을 많이 받고 있다. 향후 SH파 속도를 측정할 경우 좀 더 정확한 암석물리 물성을 구할 수 있을 것으로 판단된다.

• 한국기계가공학회지
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• 제17권1호
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• pp.122-129
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• 2018

This study conducted a seismic qualification analysis of small savonius style vertical axis wind turbine(VAWT) using finite element method(FEM). The modal analysis was performed on the wind turbine structure to check the occurrence of resonance caused by the rotation of gearbox and windmill blades. Next, it conducted a seismic response spectrum analysis due to horizontal and vertical seismic load of required response spectrum of safe shutdown earthquake with 5 % damping(RRS/SSE 5%) of KS C IEC 61400 and conducted a static analysis due to deadweight and wind load. The total maximum stress of the VAWT structure was calculated by adding the maximum stresses due to each load case using the square root of the sum of the squares(SRSS) method. Finally, the structural safety of the VAWT structure was verified by comparing the total maximum stress and the allowable stress.

• 대한의용생체공학회:학술대회논문집
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• 대한의용생체공학회 1995년도 춘계학술대회
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• pp.104-108
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• 1995

Von Mises stress and compliance distribution was evaluated using a finite element analysis on the anastomosis of an artery with length of 20mm, inner diameter of 4mm, thickness of 0.5mm and a PTFE graft with length of 5.7mm, Inner diameter of 2mm. thickness of 0.2mm. When anastomotic angle was taken as $45^{\circ}$ and inner pressure of $1330\;dyne/mm^2$ was applied inside the 2 conduits. From the analysis results were obtained as follows. (1)Artery diameter increased in both horizontal x and vertical y directions and the magnitude of that in x direction was bigger than in y direction. (2) The compliance was maximum on the anastomosis. especially on that with acute angle. This reduced approaching to the right or left end. (3) The equivalent stress was maximum on top in the y direction and winimum on the nodes around $110^{\circ}$ in circumferential direction from the top. (4) The equivalent stress was maximum in the vicinity of anastomosis with acute angle along the longitudinal direction of the artery. This trend was also observed along the PTFE graft.

• 대한치과교정학회지
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• 제46권4호
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• pp.189-198
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• 2016

Objective: The purpose of this study was to analyze stress distributions in the roots, periodontal ligaments (PDLs), and bones around cylindrical and tapered miniscrews inserted at different angles using a finite element analysis. Methods: We created a three-dimensional (3D) maxilla model of a dentition with extracted first premolars and used 2 types of miniscrews (tapered and cylindrical) with 1.45-mm diameters and 8-mm lengths. The miniscrews were inserted at $30^{\circ}$, $60^{\circ}$, and $90^{\circ}$ angles with respect to the bone surface. A simulated horizontal orthodontic force of 2 N was applied to the miniscrew heads. Then, the stress distributions, magnitudes during miniscrew placement, and force applications were analyzed with a 3D finite element analysis. Results: Stresses were primarily absorbed by cortical bone. Moreover, very little stress was transmitted to the roots, PDLs, and cancellous bone. During cylindrical miniscrew insertion, the maximum von Mises stress increased as insertion angle decreased. Tapered miniscrews exhibited greater maximum von Mises stress than cylindrical miniscrews. During force application, maximum von Mises stresses increased in both groups as insertion angles decreased. Conclusions: For both cylindrical and tapered miniscrew designs, placement as perpendicular to the bone surface as possible is recommended to reduce stress in the surrounding bone.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.97-104
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• 2001

The magnitude and the orientation of in-situ stresses contribute to ground displacement and stresses in the field of underground space. This paper investigates in-situ stresses at various depth on the basis of 392 data which were determined by over-coring and hydro-fracturing test methods in the Korea peninsula. The result shows that in-situ stress distribution are more or less non-uniform through the Granite and Gneiss sub-area, and that the K-value in the Volcanic sub-area are below 1 at the deep depth. Also, the result of three dimensional numerical analyses of tunnel shows that the direction and magnitude of displacement around tunnel are much effected by the stress difference between the maximum and the minimum horizontal stress.

• 터널과지하공간
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• 제31권3호
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• pp.145-166
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• 2021

지난 40여 년간 국내에서 수압파쇄법 및 오버코어링법을 이용하여 실제로 측정된 전국 1,400여개의 현지응력 실측자료를 통합하여 데이터베이스를 구축하고, 세계응력지도 프로젝트에서 제안한 가이드라인에 따라 한국응력지도 2020을 제작하였다. 이와 함께 세부 자료로 전국 각 지역별 현지응력 측압계수와 최대수평응력 방향 분포도를 제시하였다. 한반도 전역에서의 최대수평응력 방향은 북동에서 남동 방향으로 나타났고, 현지응력의 크기도 비교적 분산폭이 넓은 분포양상을 보였다. 이는 천부 심도에서 개별 측정 지역의 지형이나 암질 등과 같은 국지적 특성을 크게 반영한 것으로 보이며, 산악지형, 파쇄대의 암질변화, 광산 채굴과 지하공동의 유무, 단층대 지질구조 등이 암반 응력에 영향을 미친 사례들에 대해 조사해 보았다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1992년도 가을 학술발표회 논문집
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• pp.97-102
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• 1992

To predict the shear strength of low - rise reinforced concrete shear walls with boundary elements, truss model theory considering the Vecchio - Collins stress - strain curve for softened concrete is applied. The model transforms cracked shear walls with a truss which consists of vertical bar. horizontal bar and diagonal concrete strut, and is based on equilibrium and compatibility conditions among three truss components, as well as stress - strain relationship considered for softening in diagonal concrete strut. In barbell specimens(M/VD = 0.75. fc = 420 kg/$\textrm{cm}^2$), the ratio of experimental to analytical maximum shear strength was within 0.83 ν$_{exp}$. / ν$_{cal}$. 1.25 with a relatively good agreement. As a result, the truss model was observed to be capable of predicting the maximum shear strength wi th a reasonable accuracy.acy.

• 한국산학기술학회논문지
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• 제14권3호
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• pp.1011-1015
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• 2013

최근 친환경 이동수단으로 자전거 수요가 증가하고 있으나, 국내 생산기반은 전무한 실정이다. 본 연구에서는 경량 마그네슘 소재로 대중교통기관과 연계가능한 신개념 자전거로 제안된 모델에 대해 수평프레임과 수직프레임 설계 해석을 수행하였다. 연구결과, 주조용 마그네슘 합금을 사용하는 도심형 자전거의 주요 프레임에 대한 구조해석을 실시하여 150kg 수직하중시 최대응력이 70 MPa이하를 나타내는 설계기술을 확보하였다.