• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2017년도 제48회 춘계학술대회논문집
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• pp.606-608
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• 2017

터보프롭 엔진의 배기덕트에 구조적 안정성을 검토하기 위해 유동해석을 수행하였다. 항공기의 비행조건에 따라 작용하는 추력과 전단력을 산출하기 위해 배기덕트내의 관내유동과 배기덕트 플랜지 방향의 유동을 Fluent 소프트웨어로 해석을 수행하여 추력, 전단력, 벤딩모멘트 값을 얻을 수 있었다. 해석결과, 허용 하중값을 초과하지 않음을 확인하였다.

• 소성∙가공
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• 제21권6호
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• pp.348-353
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• 2012

Micro-drawn parts have received wider acceptance as products become smaller and more precise. The subject of this study was the deformation characteristics of ultra thin sheet metal in micro drawing of a rectangular shaped part. The influence of drawing speed and blank holding force on the product quality was investigated in micro-drawing of ultra thin sheet of beryllium copper (C1720) alloy. The specimen had a diameter of 4.8 mm and a thickness of $50{\mu}m$. Experiments were carried out in which, different blank holding force and drawing speed were considered. The product quality was evaluated by measuring the thickness and hardness along two specified directions, namely, the side and diagonal directions. The distribution of the thickness strain showed severe thinning especially around the punch radius in both directions. In the diagonal direction, thickening occurred in the flange area due to the axi-symmetric drawing mode. The increase of blank holding force and/or drawing speed was found to cause severe thinning around the punch radius. The blank holding force had a greater effect on thinning of the product than the drawing speed.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1999년도 춘계학술대회논문집
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• pp.34-39
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• 1999

IN this study when drawing a square cup blank holder pressure necessary for flange wrinkling prevention was experimentally studied. The materials used in the experiment were SPCC and SUS304 and drawing ratio was 1.62∼2.0 Two case for lubrication condition were experimented. One was without lubricant and the other was with lubrication of high viscosity.

• 소성∙가공
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• 제9권4호
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• pp.356-361
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• 2000

In this study, when a square cup is under drawing, blank holder pressure necessary for flange wrinkling prevention was experimentally studied. The materials used in the experiment were SPCC steel and SUS304 and the drawing ratio was 1.62∼2.0. Two cases for lubricantion condition were investigated. One was without lubricant and the other was with lubricant of high viscosity.

• 한국진공학회지
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• 제10권2호
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• pp.155-163
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• 2001

진공 시스템 구축을 위해 플랜지를 체결하기 위해서는 다수의 나사가 필수적으로 사용된다. 나사의 접촉면에 발생하는 마찰력을 아는 것으로 가정하던 나사에 가해주는 토크와 발생하는 축력의 관계를 이론적으로 구하는 것은 쉽지만 실제로는 마찰이 미지의 나사 표면상태에 크게 의존하는 것이 문제다. 시판하는 나사들의 표면상태와 제원이 일정하지 않고 나사에 의해 발생하는 축력을 제대로 예상하지 못하면 최적의 축력으로 플랜지를 균일하게 조이기가 어렵다. 본 논문에서는 플랜지 체결시 가장 말이 사용하는 나사로서 국내에서 시판되고 있는 M8 스테인리스강제 육각 표준나사 중 몇 개를 임의로 선택하고 여러 가지 체결조건에서 토크와 축력과의 관계를 구하여 우리가 예상하는 값과 얼마나 차이가 나며 나사들 사이에 어느 정도나 편차가 있는지 조사했다.

• 한국자동차공학회논문집
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• 제8권6호
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• pp.230-237
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• 2000

The wheel bearing in vehicles has been improved to unit module by joining a bearing to a hub in order to achieve weight reduction and easy assembly. Currently, the contact force between a raceway and balls of a bearing is applied as the external force in order to analyse the structure of the unit type bearings. In this paper, simplified boundary conditions are discussed for structure analysis of wheel bearing unit. From the procedure, the contact conditions of balls and race in wheel bearing unit are considered as equivalent non-linear spring elements. The end node of a spring element is constrained in displacement. And the external force of boundary conditions is applied at the contact point between tire and road. For the evaluation of this analysis, its results for the force of spring elements are compared with contact forces of calculated results. and also maximum equivalent stresses of analysis are compared with results of test at the flange of inner ring. The analysis results with proposed boundary conditions are more accurate than results from analysis which is generally used.

• 한국강구조학회 논문집
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• 제24권4호
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• pp.469-478
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• 2012

본 논문은 강교량 이음부에서 고장력볼트의 유효활용방안을 모색하기 위하여 고장력볼트가 적용된 이음부에 관한 구조거동을 해석적으로 검토하였다. 또한, 비선형 유한요소프로그램인 ABAQUS의 Connector요소를 사용하여 간단하게 볼트의 거동을 표현하는 수치해석방법을 제안하고, 선행 연구의 실험을 토대로 수치해석을 실시하여 해석방법의 타당성을 검토하였다. 고장력볼트 이음부 강도에 영향을 미치는 주요 설계변수를 파악하기 위해 솔리드 요소를 사용한 인장 시험체를 선택하여 다양한 설계변수(모재 및 이음판의 강종, 이음판의 두께, 볼트 재료특성, 설계볼트축력)에 관한 영향을 비교 분석하였다. 또한, 플레이트 거더 볼트 이음부에서 고장력볼트 적용부위에 따른 강도특성을 분석하기 위하여 설계변수(상부 플랜지, 하부 플랜지, 상 하부플랜지, 웹)에 따른 구조물의 모멘트-변위 관계를 도출하여 각 설계변수가 극한거동에 미치는 영향을 비교 분석하였다.

• 한국안전학회지
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• 제21권3호
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• pp.73-80
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• 2006

Generally beam design depends on the yielding and maximum strength of each member varying with its section shape. Web plate of H-shape beam has not been substituted with glass plate, because it is known that its strength and heat properties are different and it is limited to substitute the existing steel web with glass element. Ceiling height of each room should be decreased with more than 60-80cm due to the beam. Differently from this condition, glass web beam has a good point to see through it and sunshine can be penetrate into the other size especially when it is installed as of outside wall. And also, it can be safer due to controlling room inside easier, if the strength is applicate. This study is to show some applicability after finding out the properties using the test. The test members with a size of $1,600{\times}200{\times}300{\times}9mm$ being SS41 rolled steel having THK 9mm flange while having 8,10mm and reinforced glass 12mm thickness is bonded with epoxy bond under the condition of temperature $28^{\circ}C$, humidity 50%, bonding power 24Mpa. It is show reinforced glass has 5 times of fracture stress more than the common glass but $50{\sim}150%$ difference between these 2 kinds of glass was shown. Reinforce glass did not support the original upper flange after fracture but the common glass did the upper flange after unloading. Generally reinforced glass is stronger than the common one but the common glass having a part of crack on it, compared with reinforced glass having the overall fracture could be more useful in case of needing ductility.

• Structural Engineering and Mechanics
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• 제68권4호
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• pp.475-483
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• 2018

Square tubular columns are commonly used in moment resisting frames, while through-diaphragm connection is the most typical configuration detail to connect the H-shaped beam to the column. However, brittle fracture normally occurs at the complete joint penetration weld between the beam flange and the through-diaphragm due to the stress concentration caused by the geometrical discontinuity. Accordingly, three improved types of through-diaphragm are presented in this paper to provide smooth force flow path comparing to that of conventional connections. Tensile tests were conducted on four specimens and the results were analyzed in terms of failure modes, load-displacement response, yield and ultimate capacity, and initial stiffness. Furthermore, strain distributions on the through-diaphragm, the beam flange plate, and the column face were comprehensively evaluated and discussed. It was found that all the proposed three types of improved through-diaphragm connections were able to reduce the stress concentration in the welds between the beam flange and the through-diaphragm. Furthermore, the stress distribution in connection with longer tapered through-diaphragm was more uniform.

• Steel and Composite Structures
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• 제27권3호
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• pp.337-353
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• 2018

In previous weak-axis moment connection tests, brittle fracture always initiated near the edge of the beam flange groove weld due to force flow towards the stiffer column flanges, which is the opposite pattern as strong-axis moment connections. As part of the China NSFC (51278061) study, this paper tested two full-scale novel weak-axis reduced beam section moment connections, including one exterior frame connection specimen SJ-1 under beam end monotonic loading and one interior frame joint specimen SJ-2 under column top cyclic loading. Test results showed that these two specimens were able to satisfy the demands of FEMA-267 (1995) or ANSI/AISC 341-10 (2010) without experiencing brittle fracture. A parametric analysis using the finite element software ABAQUS was carried out to better understand the cyclic performance of the novel weak-axis reduced beam section moment connections, and the influence of the distance between skin plate and reduced beam section, a, the length of the reduced beam section, b, and the cutting depth of the reduced beam section, c, on the cyclic performance was analyzed. It was found that increasing three parametric values reasonably is beneficial to forming beam plastic hinges, and increasing the parameter a is conducive to reducing stress concentration of beam flange groove welds while increasing the parameters b and c can only reduce the peak stress of beam flange groove welds. The rules recommended by FEMA350 (2000) are suitable for designing the proposed weak-axis RBS moment connection, and a proven calculation formulation is given to determine the thickness of skin plate, the key components in the proposed weak-axis connections. Based on the experimental and numerical results, a design procedure for the proposed weak-axis RBS moment connections was developed.