• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2004.11a
• /
• pp.709-712
• /
• 2004

A study of the coupled flexural-torsional vibrations of thin-walled beams with monosymmetric cross-section is presented. The governing differential equations for free vibration of such beams are solved numerically to obtain natural frequencies and their corresponding mode shapes. The beam model is based on the Bernoulli-Euler beam theory and the effect of warping is taken into consideration. Numerical results are given for two specific examples of beams with free-free, clamped-free, hinged-hinged, clamped-hinged and clamped-clamped end constraints both including and excluding the effect of warping stiffness. The effect of warping stiffness on the natural frequencies and mode shapes is discussed and it is concluded that substantial error can be incurred if the effect is ignored.

• Journal of KSNVE
• /
• v.9 no.6
• /
• pp.1193-1199
• /
• 1999

This paper deals with the free vibrations of circular curved beams with thin-walled cross-section. The differential equation for the coupled flexural-torsional vibrations of such beams with warping is solved numerically to obtain natural frequencies and mode shapes. The Runge-Kutta and determinant search methods, respectively, are used to solve the governing differential equation and to compute the eigenvalues. The lowest three natural frequencies and corresponding mode shapes are calculated for the thin-walled horizontally curved beams with hinged-hinged, hinged-clamped, and clamped-clamped end constraints. A wide range of opening angle of beam, warping parameter, and two different values of slenderness ratios are considered. Numerical results are compared with existing exact and numerical solutions by other methods.

• Journal of Korean Society of Steel Construction
• /
• v.25 no.4
• /
• pp.347-357
• /
• 2013

Recently, In recognition of outstanding structural performance the use of Concrete Filled steel Tube(CFT) columns has been increased. Research is ongoing that effective use of cross-sectional because steel strength development and rising prices. In this Lab, suggests new shape by Thin steel plates bent to be L-channel welded to form square steel tube to maximize efficiency of the cross section. In addition, since the rib placed at the center of the tube width acts as an anchor; higher load capacity of buckling is acceptable. we have developed New shape welded built-up square tube for broader usability which were bent to be L-shaped and thin Plate each unit member were welded. In order to apply the new shape built-up square columns, we predicted structure behavior, stress distribution with parameter Width thickness ratio. The experimental results presented in standards and even exceed the b/t of the rib anchors installed in the role due to exert enough strength and deformation to improve performance was favorable.

• 한국정보통신설비학회:학술대회논문집
• /
• 2003.08a
• /
• pp.382-384
• /
• 2003

지하 30m 암반에 건설된 통신구 터널의 안전성을 검토하기 위하여 콘크리트 라이닝 두께를 지중레이다(Ground Penetrating Radar)와 충격반향기법(Impact-Echo Method)으로 추정하였다. 지중레이다에 의한 콘크리트 라이닝 단면의 연속적인 화상으로부터 라이닝 두께의 상대적인 변화를 파악하였으며, 라이닝 두께가 얇은 구간은 충격반향 기법에 의해 일정 간격으로 두께를 추정하였다. 터널 천장의 라이닝 두께는 31.85cm, 좌측 및 우측 측벽부의 라이닝 두께는 각각 32.45cm. 32.97cm로서 설계 값인 30cm와 비교적 잘 일치하는 것으로 파악되었다. 지중레이다와 충격반향기법을 조합한 본 방법은 터널 라이닝 콘크리트 두께를 추정하는데 있어서 매우 효율적이고 신뢰성 있는 방법으로 분석되었다.

• Proceedings of the Korean Society for Food Science of Animal Resources Conference
• /
• 2006.05a
• /
• pp.117-121
• /
• 2006

본 연구는 한우의 도체 품질을 결정하는 육질 등급 판정 항목이자 경제적으로 매우 중요한 근내지방도, 배최장근 단면적 및 등지방두께에 대한 개체별 유전능력 차이를 조기에 식별하는 선발 기술을 개발하기 위해 세포내 지방산 농도 및 다양한 세포 및 지질대사를 조절하는 지 방산결합 단백질(H-FABP) 유전자의 전체 염기서열을 분석하여 SNP를 검출하고, SNP marker가 한우의 도체 및 육질 형질에 미치는 영향에 대하여 분석하고자 수행하였다. 염기 서열 분석 결과 총 6개의 SNP를 검출하였고, 이들 중 4개의 주요 SNP를 선발하여 PCR-RFLP기법으로 genotyping하고, 각 SNP marker가 한우 도체 및 육질 형질에 미치는 영향을 통계분석 하였다. H-FABP의 C3523T SNP marker가 한우의 배최장근 단면적 및 등지방 두께에 유의적인 영향을 미쳤다(p<0.05). 따라서, 본 연구를 통해 개발된 한우 H-FABP 유전자의 특정 SNP marker는 배최장근 단면적은 넓고 등지방두께는 얇은 우수한 고급육을 생산하는 한우의 조기 식별 및 육질진단에 매우 유용한 SNP분자 표지로 활용할 수 있을 것으로 기대된다.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2012.02a
• /
• pp.120-120
• /
• 2012

차세대 가속기용 언듈레이터 진공용기는 In-vacuum 또는 out-vacuum 형태로 제작되며 out-vacuum 언듈레이터 진공용기는 얇고 길이가 긴 모양을 가진다. 이 진공용기는 완전한 비자성체가 요구되므로 주로 알루미늄 합금재로 제작된다. 또한 언듈레이터의 자석 간극은 그 중심에서 자기장의 세기가 극대화 되도록 최대한 근접하게 제작하기 때문에 진공용기의 단면도 이에 따라 매우 작고 또 진공용기의 두께도 매우 얇아야 만 한다. 현재 설계하고 있는 PAL-xFEL x-선 언듈레이터 용 진공용기는 내부 단면의 최대 크기가 5.2 mm, 두께는 $0.5mm{\pm}0.05mm$ 이고 길이 6,000 mm에서 그 평탄도가 0.1 mm 이하가 되어야 한다. 이 같은 진공용기를 제작하기 위하여서는 초정밀 압출, 후 평탄화 공정, 내표면 경면 처리, 초정밀 기계가공, 진공용접이 핵심공정이다. 본 논문에서는 알루미늄 6063-T5을 재료로 이 같은 초정밀 진공용기를 제작하는 전체 공정에 대한 국외 기술 동향과 국내 적용 가능한 공정을 조사하여 보고하고자 한다.

• The korean journal of orthodontics
• /
• v.40 no.5
• /
• pp.314-324
• /
• 2010

Objective: The purpose of this study was to determine differences of mandibular anterior alveolar bone thickness and symphysial cross sectional area in 9 different horizontal and vertical facial types. Methods: By using the initial cephalometric radiographs of 270 adult patients (male 135, female 135), the authors measured the buccolingual thickness of anterior alveolar bone on the basis of the root axis and symphysial cross sectional distance. Results: The high angle group showed significantly thinner buccolingual alveolar bone width except for the CEJ area and lingual alveolar bone width ($p$ < 0.05). The low angle group and Class I, II average group showed similar or significantly thicker alveolar bone width than the Class I average group ($p$ < 0.05). The Class III average group showed significantly thinner buccolingual and lingual alveolar bone width than Class I and II average groups ($p$ < 0.05). The Class III high angle group showed minimal alveolar bone width in all facial skeletal types. No significant difference was found in the symphysial cross sectional area of the different vertical facial skeletal types ($p$ > 0.05). Conclusions: The results of this study found that Class III high angle patients have thinner mandibular anterior alveolar bone thickness; therefore, more attention will be needed to determine the incisor position during orthodontic treatment for this group of patients.

• Korean Journal of Materials Research
• /
• v.6 no.6
• /
• pp.605-609
• /
• 1996

MOS 소자의 얇은산화막(thin oxide)불량을 화학적으로 식각하지 않고 불량부위를 광전자방사(photon emission)반응을 이용하여 위치를 확인하고, 이곳을 FIB로 절단하여 불량부위의 단면을 관찰했다. 20nm 두께의 SiO2불량은 셀(cell)영역의 위치에 따른 의존성은 없고, 불량은 저전계의 입자(particle)성 불량과 중간전계의 Si 기판 핏(pit)과 관련된 불량이 주였다. 고전계에서는 전형적인 SiO2 산화막의 절연파괴가 일어난 것이 관찰된다.

• International Journal of Highway Engineering
• /
• v.7 no.3 s.25
• /
• pp.1-10
• /
• 2005

In this study, accelerated pavement tester(APT) was performed on long-life asphalt pavements that can save maintenance and user costs by increasing the design life twice longer than conventional asphalt pavements. Basic material testings are first conducted on a high modulus base(HMB) mixture developed in this study. Four different pavement sections including thin and thick conventional and thin and thick HMB courses are constructed to compare the load-carrying capacities and to investigate the fatigue and rutting performances using an accelerated pavement tester. Tensile strain values at the bottom of base courses under the various loading levels are measured. The tensile strain values of the HMB sections are lower than those of the conventional sections. It is observed from the APT performed on the thin pavement sections that no significant cracks are developed up to the 180,000 cycles of a wheel load. In terms of rutting, only 3mm of rutting is developed in the thick HMB section while 5.3mm of rutting is developed in the thick conventional section at the 90,000 cycles of the wheel load. The HMB material developed in this study can be successfully used in the long-life asphalt pavements because of its excellent fatigue and rutting performances. It is estimated from a series of structural analysis that the use of the HMB material instead of the conventional base materials may reduce the asphalt thickness at least 5cm because of its better load-carrying capacity.

• Computational Structural Engineering
• /
• v.7 no.3
• /
• pp.133-141
• /
• 1994

When a bolt is tightened up to the range of plastic deformation, yielding may be governed by the combined stresses due to the axial force developed in the bolt and the frictional torque induced on the thread by the contact with the nut. Consideration is taken account of the fact that the unengaged portion of the thread has least sectional area, being subject to initial yielding. Once yielding has taken place some strain hardening effect may result. Incremental stress-strain relations are used to treat the continued yielding, which is equivalent to treat continued yielding as if summing up the effects of thin walled cylinders subject to plastic deformation. M10 bolts of fine threads are used for both computational and experimental purposes. Variation of axial forces and frictional torques vs. the frictional coefficients are presented together with other plots showing some characterist of bolt under plastic deformation. Finally, a design and control aid for the tightening(i.e., kind of nomograph) is presented, showing the relationships among the torque factor and frictional coefficients for that particular bolt used in the experiment.