• 한국화재소방학회논문지
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• 제30권3호
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• pp.7-15
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• 2016

단면형상계수는 세계적으로 흔하게 활용되는 공학적 내화구조 성능평가 방법이지만 국내의 경우 단면형상계수의 적용을 위한 제도가 아직 마련되어 있지 못하다. 실제 우리나라의 대부분의 철골조 건축물에서 원형 강관의 사용을 흔히 볼 수 있으나, 인정기관으로부터 성능을 인정받은 뿜칠 피복 철골 보 및 기둥은 대부분이 H형강으로 한정되어 있다. 비재하 시험의 특성상 H형강은 관련규정에 따른 시험규격으로 부재에 대한 평가를 수행하여 크기의 제한 없이 인정범위가 부여되나, 이형 강관의 경우는 형상별로 별도의 내화성능에 대한 인정을 받아야 한다. 본 연구에서는 합리적인 내화구조의 인정범위를 설정할 수 있도록 단면형상계수를 활용하여 뿜칠 피복재의 원형 강관의 적용을 위한 표준 시험체 규격을 제시하고자 한다.

• 한국통신학회논문지
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• 제32권3B호
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• pp.153-160
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• 2007

도심에서와 같이 주변 빌딩보다 낮은 높이의 안테나를 가진 낮은 출력의 기지국의 배치는 전파특성의 주변 환경에 대한 의존성을 높인다. 결과적으로 도심에서의 전파는 방향성을 가지며, 이는 기존의 셀룰러 시스템에서 사용된 원형 기지국 반경에 대한 가정이 더 이상 유효하지 않음을 의미한다. 원형 기지국 반경에 대한 가정은 시스템 설계를 보수적으로 하여 더 많은 기지국을 필요로 하게 된다. 이 연구는 비등방형 전파모델에 의한 기지국 배치가 시스템 용량에 끼치는 영향을 조사한다. 직교형 거리를 가진 지형에서 안테나 높이가 낮은 기지국에 대한 측정 데이터에 의한 전파모델이 서술되고 소프트 핸드오프에 대하여 분석이 이루어진다.

• 한국염색가공학회지
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• 제23권4호
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• pp.233-240
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• 2011

A fineness range of 150 Nm-170 Nm has recently been applied to produce much finer wool products, so that processing techniques for the wool fabrics have been developed very rapidly. However, the worsted wool-like technique using polyester fiber has not been still implemented in general processing technique. Therefore, this research is to develop materials of side-by-side type with high finess, high shrinkage and stretchability. The mechanical properties of the produced fabrics were analyzed and the fundamental information were obtained for the new worsted wool-like products. The physical properties of a latent crimped yarns of side-by-side type with stretch function are analyzed. Also the mechanical properties of five kinds of fabrics are analyzed, which are produced with non-circular shape(+type) warp yarns of a twist of 1000(T/M) and with two kinds of latent weft yarns of a twist of 1000 T/M and DTY respectively.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2008년도 춘계학술대회논문집
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• pp.50-53
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• 2008

The differential equations governing free vibrations of the elastic arches with rectangular hollow section are derived in polar coordinates, in which the effect of rotatory inertia is included. Natural frequencies is computed numerically for circular arches with both clamped ends and both hinged ends. The lowest four natural frequency parameters are reported, with the rotatory inertia, as functions of three non-dimensional system parameters: the breadth ratio, the thickness ratio and the shape ratio.

• Geomechanics and Engineering
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• 제35권2호
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• pp.149-163
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• 2023

This paper presents stability evaluation of unlined tunnels with semi-circular arch and straight sides (SASS) driven in non-homogeneous and anisotropic undrained clay. Numerical analysis has been conducted based on lower bound finite element limit analysis with second order cone programming under plane strain condition. The solutions will be used for the assessment of stability of unlined semi-circular arch tunnels and tunnels in which semi-circular roof is supported over rectangular/square sections. The stability charts have been generated in terms of a non-dimensional factor considering linear variation in undrained anisotropic strength for normally consolidated and lightly over consolidated clay with depth, and constant undrained anisotropic strength for heavily over-consolidated clay across the depth. The effect of normalized surcharge pressure on ground surface, non-homogeneity and anisotropy of clay, tunnel cover to width ratio and height to width ratio of tunnel on the stability factor and associated zone of shear failure at yielding have been examined and discussed. The geometry of tunnel in terms of shape and size, and non-homogeneity and anisotropy in undrained strength of clay has been observed to influence significantly the stability of unlined SASS tunnels.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1999년도 제3회 압연심포지엄 논문집 압연기술의 미래개척 (Exploitation of Future Rolling Technologies)
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• pp.293-300
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• 1999

A mathematical model for the analysis of roll gap phenomena in strip temper rolling process is described. The mechanical peculiarities of temper rolling process, such as high friction value and non-circular contact arc, low reduction and non-negligible entry and exit elastic zones as well as central restricted deformation (preliminary displacement or sticking) zone etc., are all taken into account. The deformation of work rolls is calculated with the influence function method and arbitrary contact arc shape is permitted. The strip deformation is modeled by slab method and the entry and exit elastic deformation zones are included. The restricted deformation zone near the neutral point is also considered. The concept and the calculation method of limiting preliminary displacement are used to determine the length of the central restricted deformation zone. The comparison of the model results with the measured mill data is also made.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 춘계학술대회논문집
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• pp.258-262
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• 2004

An analytical method for the free vibration of two circular plates coupled with a fluid was developed by the Rayleigh-Ritz method. The two plates with unequal thickness and diameter are clamped along the cylindrical vessel wall. It is assumed that the fluid bounded by a rigid cylindrical vessel is incompressible and non-viscous. The wet mode shape of the circular plates is assumed as a combination of the dry mode shapes of the plates. The fluid motion is described by using the fluid displacement potential and determined by using the compatibility conditions along the fluid interface with the plate. Minimizing the Rayleigh quotient based on the energy conservation gives a eigenvalue problem. It is found that the theoretical results can predict well the fluid-coupled natural frequencies with excellent accuracy comparing with the finite element analysis result.

• 한국안전학회지
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• 제13권3호
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• pp.11-23
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• 1998

In this study, collapse test of thin-walled structure is performed under axially quasi-static and impact load in collapse characteristic to develop the optimum structural member for a light-oriented automobile. Furthermore, the energy-absorbing capacity is observed according to the variety of configuration(circular, square), aspect ratio in aluminum specimen to obtain basic data for the improved member of vehicle. In both quasi-static and impact collapse test, Al circular specimens collapse, in general, with axisymmetric mode in case of thin thickness while collapse with non-axisynmetric mode according to the thickness increase. For Al rectangular specimens, they collapse with axisymmetric mode in case of thin thickness, with mixed collapse mode according to the increase of thickness. In terms of initial max. load, Al square specimen turns out the best member among specimens, and then Al square, circular and circular with large scaling ratio, respectively. In case of quasi-static compression test, the absorbed energy per unit volume and mass shows higher in Al circular specimen, and then Al square, circular with large scaling ratio, respectively, according to shape ratio the absorbed energy per unit volume and mass in case of max. impact compression load is higher than that of static load. But the absorbed energy per unit volume and mass shows that Al circular specimen is the best member. Especially, unlike max. compression loan, the absorbed energy per unit volume and mass in impact test turns out the low value.

• 한국지진공학회논문집
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• 제2권2호
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• pp.87-94
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• 1998

동하중을 받는 낮은 원호아치의 좌굴거동을 지지조건을 달리하여 해석하여 거동상의 차이를 비교, 분석하였다. 형상의 비선형성은 Lagrangian 운동좌표를 고려하여 해석하였으며, 동적운동방정식의 해를 구하기 위해 유한요소법을 사용하였다. 동적운동방정식의 시간적분은 Newmark해법을 채택하였고, 각 시간단계에서의 비선형거동에 따른 반복계산은 Newton-Raphson방식을 이용하였다. 아치의 좌굴거동해석에는 Humphreys 등이 사용한 좌굴기준 및 무차원 매개변수를 이용하였다. 단, Humphreys 등과는 달리 비대칭구조물의 좌굴판단시에도 적용할 수 있도록 수평변위를 반영한 처짐비식을 제안하였고, 이를 프로그램화하여 모형해석에 적용하였다. 모형해석을 통하여 낮은 아치의 지지조건에 따른 좌굴해석을 수행하여 양단힌지아치가 양단고정아치보다 좌굴전.후 큰 처짐비를 보여 좌굴강성면에서 상대적으로 불리한 구조라고 판단된다. 그 밖에 같은 형상매개변수를 갖는 아치는 지지조건에 관계없이 같은 하중매개변수를 재하할 경우, 같은 시간매개변수에서 처짐비를 기준으로 같은 거동을 함을 알았다. 따라서 좌굴현상도 같은 하중매개변수에서 나타남을 확인하였다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2005년도 추계학술대회 논문집
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• pp.71-74
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• 2005

In manufacturing automotive parts, such as engine cradles, frame rails, subframes, cross-members, and other parts from circular tubes, pre-bending and pre-forming operations are often required prior to the subsequent tubular hydroforming process. During some pre-forming operations, the cross section of a bent circular tube is crushed into an oval-like shape to ensure proper geometry and sufficient clearance in the hydroforming dies. For such applications, the use of oval Instead of circular tubes could be an effective means of eliminating the pre-forming step. The oval tube could also be produced with less thinning and with less strain on the outside of the bend when controlled by a booster system without the use of mandrel. Hence, the understanding of the issues that occur in the bending of oval tubes is worthy of Investigation. This paper presents parametric studies on the bending of oval tubes without a mandrel. The finite element modeling technique is used to examine the deformation characteristics for both circular and oval tubes. In the simulations, the bending process parameters of bend radius, aspect ratio of the tube ovalness, and tube wall thickness are varied. Observations are made to obtain a hoop-buckle limit diagram in terms of a non-dimensional shape degradation factor. Suggestions based upon developed criteria are made on the acceptability of bend tubes suitable for hydroforming applications without the need ofa pre-forming step or the used of a mandrel.