• 한국가스학회지
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• 제16권5호
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• pp.47-51
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• 2012

본 연구에서는 3가지의 서로 다른 단면형상을 갖는 밀봉 링의 변형거동 안정성을 FEM으로 해석하였다. NBR 소재로 제조한 밀봉 링의 변형거동 안정성을 고찰하기 위해 초기 압축률로 25%를 적용하였다. 작동유체의 압력을 최대 $25kgf/cm^2$까지 올렸을 때 발생한 최대변형률, 최대응력, 최대접촉법선응력을 해석하였다. FEM 결과에 의하면, 밀봉 링의 중심부에 빈 공간을 확보한 중공오링과 중공사각링의 최대 변형률은 기존 오링에 비해 높아졌지만, 최대응력과 최대접촉법선응력은 떨어지는 것으로 나타났다. 결국, 밀봉 링이 장수명의 내구 안정성을 확보하기 위해서는 중심부에 빈 공간을 확보하는 것이 권장된다. 그렇지만, 접촉식 밀봉 링의 밀봉 안전성을 확보하기 위해서는 밀봉 링을 하나의 몸체로 설계하는 것이 바람직하다.

• 한국가스학회지
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• 제10권3호
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• pp.34-40
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• 2006

본 논문은 LPG 충전노즐의 밀봉성능에 밀접한 관련을 맺고 있는 구형 그루브와 도브테일 그루브에 장착된 O-링의 최적화 설계를 위해 수행된 연구이다. O-링 그루브에 대한 최적설계 해석결과를 얻기 위해 비선형 유한요소해석 프로그램 MARC와 다구찌 설계법을 이용하였다. O-링을 최적의 조건으로 설치할 수 있도록 설계하기 위해 4개의 그루브 모델과 3개의 소재를 고려하였다. 그루브의 설계 파라미터로 폴리머 소재, 그루브의 깊이와 폭, O-링의 직경을 선정하였다. FEM 해석결과에 의하면, 최적설계에 가장 큰 영향을 미치는 기여도는 O-링의 직경과 소재특성으로 그루브의 폭, 깊이, 압축률에 비하여 높다는 사실을 알 수 있다. 가스 공급압력 1.764MPa에 적합한 O-링을 안전하게 설치되어야 할구형 그루브는 모델 3이, 그리고 도브테일 그루브는 모델 4가 가장 우수한 것으로 해석되었다.

• Structural Engineering and Mechanics
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• 제73권5호
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• pp.487-500
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• 2020

Stiffeners can be utilised to enhance the strength of thin-walled wind turbine towers in engineering practise, thus, structural performance of wind turbine towers by means of different stiffening schemes should be compared to explore the optimal structural enhancement method. In this paper two alternative stiffening methods, employing horizontal or vertical stiffeners, for steel tubular wind turbine towers have been studied. In particular, two groups of three wind turbine towers of 50m, 150m and 250m in height, stiffened by horizontal rings and vertical strips respectively, were analysed by using FEM software of ABAQUS. For each height level tower, the mass of the stiffening rings is equal to that of vertical stiffeners each other. The maximum von Mises stresses and horizontal sways of these towers with vertical stiffeners is compared with the corresponding ring-stiffened towers. A linear buckling analysis is conducted to study the buckling modes and critical buckling loads of the three height levels of tower. The buckling modes and eigenvalues of the 50m, 150m and 250m vertically stiffened towers were also compared with those of the horizontally stiffened towers. The numbers and central angles of the vertical stiffeners are considered as design variables to study the effect of vertical stiffeners on the structural performance of wind turbine towers. Following an extensive parametric study, these strengthening techniques were compared with each other and it is obtained that the use of vertical stiffeners is a more efficient approach to enhance the stability and strength of intermediate and high towers than the use of horizontal rings.

• 대한수학회지
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• 제47권2호
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• pp.363-372
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• 2010

In this paper, we introduce and study the generalized inverse $A^{(1,2)}_{T,S}$ with the prescribed range T and null space S of an adjointable operator A from one Hilbert $C^*$-module to another, and get some analogous results known for finite matrices over the complex field or associated rings, and the Hilbert space operators.

• 대한수학회지
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• 제38권1호
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• pp.77-85
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• 2001

If an Azumaya algebra A is a homomorphic image of a finite group ring RG where G is a direct product of subgroups then A can be decomposed into subalgebras A(sub)i which are homomorphic images of subgroup rings of RG. This result is extended to projective Schur algebras, and in this case behaviors of 2-cocycles will play major role. Moreover considering the situation that A is represented by Azumaya group ring RG, we study relationships between the representing groups for A and A(sub)i.

• 대한수학회지
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• 제59권1호
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• pp.193-204
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• 2022

We present construction methods for free self-orthogonal (self-dual or Type II) codes over ℤ₄[v]/〈v² + 2v〉 which is one of the finite commutative local non-chain Frobenius rings of order 16. By considering their Gray images on ℤ₄, we give a construct method for a code over ℤ₄. We have some new and optimal codes over ℤ₄ with respect to the minimum Lee weight or minimum Euclidean weight.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 2000년도 제31회 춘계학술대회
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• pp.194-200
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• 2000

The sealing performance of an elastomeric O-ring seal using NBR and FFKM has been analyzed for the contact stress behaviors that develop between the O-ring seal and the surfaces with which it comes into contact. The leakage of an O-ring seal will occur when the pressure differential across the seal just exceeds the initial (or static) peak contact stress. The contact stress behaviors that develop in compressed O-rings, in common case of restrained geometry(grooved), are investigated using the finite element method. The analysis includes material hyperelasticity and axisymmetry. The computed FEM results show that the contact stress behaviors are related to materials of NBR and FFKM and temperature of vaccum chamber.

• 소성∙가공
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• 제11권4호
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• pp.355-362
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• 2002

In this study, an axi-symmetric finite element program for elastic analysis of the die set shrink fitted in cold extrusion was developed. The geometrical constraint according to shrink fit was enforced by employing the Lagrange multiplier method. The numerical results for strain and stress distributions in the die set including single and multi stress rings assembled by shrink fit were compared well with the Lame's equation for thick-walled solution available in the literature. To extend the applicability of the analysis program developed, various cases without or with stress ring and with pre-stress applied on stress ring were numerically investigated as well. This numerical approach enables the optimization study to determine optimal dimensions of die set to improve tool life for practical use in industry.

• 대한수학회보
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• 제53권6호
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• pp.1629-1643
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• 2016

Let R be a ring with identity, X be the set of all nonzero, nonunits of R and G be the group of all units of R. A ring R is called unit-duo ring if $[x]_{\ell}=[x]_r$ for all $x{\in}X$ where $[x]_{\ell}=\{ux{\mid}u{\in}G\}$ (resp. $[x]_r=\{xu{\mid}u{\in}G\}$) which are equivalence classes on X. It is shown that for a semisimple unit-duo ring R (for example, a strongly regular ring), there exist a finite number of equivalence classes on X if and only if R is artinian. By considering the zero divisor graph (denoted ${\tilde{\Gamma}}(R)$) determined by equivalence classes of zero divisors of a unit-duo ring R, it is shown that for a unit-duo ring R such that ${\tilde{\Gamma}}(R)$ is a finite graph, R is local if and only if diam(${\tilde{\Gamma}}(R)$) = 2.

• 한국정밀공학회지
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• 제23권12호
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• pp.80-87
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• 2006

Seals are usually made from elastomer, a kind of rubber, and it has the non-linearity and hyper-elasticity. U-type seals are used to prevent the leakage of internal fluid sealed in hydraulic actuator because they have more excellent performance than O-rings or rectangular seals. As a core part of hydraulic actuator, U-type seal gives much effect on performance and reliability of actuator. This study considers an NBR U-type seal under high pressure of a hydraulic actuator, and provides its deformation, stress-strain characteristic and contact force using the non-linear finite element analysis. Analysis results are compared with the experimental ones performed by the self-developed testing equipment. Verification result shows that this study presents a good application process for the effective design of U-type seals under high operation pressure.