• The Korean Journal of Physiology
• /
• 제22권2호
• /
• pp.231-243
• /
• 1988

This study was performed to investigate the mechanism of changes in arterial blood pressure, as a typical example of somatosympathetic reflex, induced by activation of muscular afferent nerves. Cats were anesthetized with ${\alpha}-chloraloae$ (60 mg/kg, i.p.). Afferent fibers in muscle nerve were activated by various method muscle contraction, electrical stimulation of muscle nerves, intraarterial injection of some algesic substances and noxious mechanical stimulation etc-and the evoked changes in arterial blood pressure were monitored. The effects of intravenous or direct spinal administration of morphine on the changes in arterial blood pressure induced by activation of the muscle afferent fibers were observed and also the effects of spinal lesions made in the $L1{\sim}L3$ spinal cord on them were studied to identify the ascending spinal pathways of the somatosympathetic reflexes. Followings are the results obtained. 1) The stimulation of medial gastrocnemius nerve under non-paralyzed condition with C-strength, low frequency (lower than 20 Hz) stimuli elicited a depressor response and a pressor response was elicited with C-strength, high frequency stimuli, of which the maximal response was observed at 100 Hz stimulation. 2) When the animal was paralyzed, depressor response to stimulation of the medial gastrocnemius nerve was observed with C-strength, $0.5{\sim}5Hz$ stimuli although the amplitude of the depressor response was decreased. The maximal pressor response was observed during stimulation with C-strength, $20{\sim}100Hz$ stimuli. 3) Intraarterial injection of some algesic substances induced marked pressor responses while noxious mechanical stimulation of the medial gastrocnemius muscle was not enough to elicit any significant changes (larger than 10 mmHg) in arterial blood pressure. 4) Systemically administered morphine (2 mg/kg) lowered the arterial blood pressure immediately and persistently and it was reversed by administration of naloxone. Direct spinally administered morphine did not elicit any changes. 5) The pressor response elicited by the activation of muscle afferent nerves was strengthened by systemic morphine administration while the depressor response tended to decrease. 6) Morphine administered on the spinal cord directly, decreased pressor response but did not change depressor response. From the above results it is concluded that there are separate groups of afferent nerves in the medial gastrocnemius nerve, which elicit pressor and depressor responses and the spinal ascending pathways of them are also separated from each other.

• The Journal of Advanced Prosthodontics
• /
• 제8권2호
• /
• pp.101-109
• /
• 2016

PURPOSE. To investigate the void parameters within the resin cements used for fiber post cementation by micro-CT (${\mu}CT$) and regional push-out bonding strength. MATERIALS AND METHODS. Twenty-one, single and round shaped roots were enlarged with a low-speed drill following by endodontic treatment. The roots were divided into three groups (n=7) and fiber posts were cemented with Maxcem Elite, Multilink N and Superbond C&B resin cements. Specimens were scanned using ${\mu}CT$ scanner at resolution of $13.7{\mu}m$. The number, area, and volume of voids between dentin and post were evaluated. A method of analysis based on the post segmentation was used, and coronal, middle and apical thirds considered separately. After the ${\mu}CT$ analysis, roots were embedded in epoxy resin and sectioned into 2 mm thick slices (63 sections in total). Push-out testing was performed with universal testing device at 0.5 mm/min cross-head speed. Data were analyzed with Kruskal-Wallis and Mann-Whitney U tests (${\alpha}=.05$). RESULTS. Overall, significant differences between the resin cements and the post level were observed in the void number, area, and volume (P<.05). Super-Bond C&B showed the most void formation ($44.86{\pm}22.71$). Multilink N showed the least void surface ($3.51{\pm}2.24mm^2$) and volume ($0.01{\pm}0.01mm^3$). Regional push-out bond strength of the cements was not different (P>.05). CONCLUSION. ${\mu}CT$ proved to be a powerful non-destructive 3D analysis tool for visualizing the void parameters. Multilink N had the lowest void parameters. When efficiency of all cements was evaluated, direct relationship between the post region and push-out bonding strength was not observed.

• 한국자동차공학회논문집
• /
• 제24권3호
• /
• pp.338-344
• /
• 2016

The study is actively being performed to increase fuel injection pressure of common rail system among countermeasures to meet the emission regulation strengthen of the Diesel engine. The common rail fuel injection tube in such ultra high pressure common rail system has the weakest structural characteristics against vibration that is generated by fuel injection pressure and pulsation during engine operation and driving. Thus the extreme durability is required for common rail fuel injection tube, and the drawing process is being magnified as the most important technical fact for strength of seamless pipe that is the raw material of common rail tube. In this respect, we analyzed the characteristic of dimension and stress variation of the ultra high pressure common rail fuel injection tube by variation of Die and Plug angle in drawing process. Based on the analysis, we tried to obtain the raw material strength of common rail fuel injection tube for applying to the ultra high pressure common rail system. As a result, Plug angle is more important than entry angle of Die and we could obtain the target dimension and strength of the ultra high pressure common rail fuel injection tube through optimization of Plug angle.

• 폴리머
• /
• 제28권2호
• /
• pp.185-193
• /
• 2004

아크릴로니트릴-부타디엔 고무에 디메틸아크릴산 아연을 적용하여 탄성나노복합체를 제조하였고, 디메틸아크릴산 아연의 첨가방법 및 함량에 따른 가교구조, 기계적 물성, 파단면 형태를 조사하였다. 디메틸아크릴산 아연의 함량증가에 따라 이온가교결합의 증가에 기인하여 총 가교밀도는 증가하였다. 인장강도와 인열강도는 디메틸아크릴산 아연 함량이 증가함에 따라 증가하여 최대치를 보인 후 하락하는 경향을 보였다. 디메틸아크릴산 아연 첨가방법에 따라 인열강도와 균열저항성은 크게 영향을 받았다. 즉, 용융혼합과정에서 실시간으로 산화 아연과 메타아크릴산을 반응시켜 디메틸아크릴산 아연을 형성시키는 나노복합체가 디메틸아크릴산 아연 분말을 직접 첨가하는 복합체에 비해 월등히 높은 인열강도와 균열저항성을 보였다. 이는 실시간 나노복합체가 분말첨가 복합체보다 디메틸아크릴산 아연 입자크기가 더 작고 균일하게 분산되기 때문에 기인된 것으로 나타났다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2002년도 봄 학술발표회 논문집
• /
• pp.651-656
• /
• 2002

In general, the most important problem in slope stability analysis is that there is no definite way to describe the natural three-dimensional Joint network. Therefore, the many approaches were tried to anlayze the slope stability. Numerical modeling approach is one of the branch to resolve the complexity of natural system. UDEC, FLAC, and SWEDGE are widely used commercial code for the purpose on stability analysis. For the purpose on the more appropriate application of these kind of code, however, three-dimensional distribution of joint network must be identified in more explicit way. Remaining problem is to definitely describe the three dimensional network of joint and bedding, but it is almost impossible in practical sense. Three dimensional joint generation method with random number generation and the results of generation to UDEC have been applied to settle the refered problems in field site. However, this approach also has a important problem, and it is that joint network is generated only once. This problem lead to the limitation on the application to field case, in practical sense. To get rid of this limitation, Monte Carlo Simulation is proposed in this study 1) statistical analysis of input values and definition of the applied system with statistical parameter, 2) instead of the consideration of generated network as a real system, generated system is just taken as one reliable system, 3) present the design parameters, through the statistical analysis of ouput values Results of this study are not only the probability of failure, but also area of failure block, shear strength, normal strength and failure pattern, and all of these results are described in statistical parameters. The results of this study, shear strength, failure area, pattern etc, can provide the direct basement on the design, cutoff angle, support pattern, support strength and etc.

• Steel and Composite Structures
• /
• 제33권4호
• /
• pp.595-614
• /
• 2019

In cold-formed steel (CFS) structures, such as trusses, transmission towers and portal frames, the use of back-to-back built-up CFS unequal angle sections are becoming increasingly popular. In such an arrangement, intermediate welds or screw fasteners are required at discrete points along the length, preventing the angle sections from buckling independently. Limited research is available in the literature on axial strength of back-to-back built-up CFS unequal angle sections. The issue is addressed herein. This paper presents an experimental investigation on both the welded and screw fastened back-to-back built-up CFS unequal angle sections under axial compression. The load-axial shortening and the load verses lateral displacement behaviour along with the deformed shapes at failure are reported. A nonlinear finite element (FE) model was then developed, which includes material non-linearity, geometric imperfections and modelling of intermediate fasteners. The FE model was validated against the experimental test results, which showed good agreement, both in terms of failure loads and deformed shapes at failure. The validated FE model was then used for the purpose of a parametric study to investigate the effect of different thicknesses, lengths and, yield stresses of steel on axial strength of back-to-back built-up CFS unequal angle sections. Five different thicknesses and seven different lengths (stub to slender columns) with two different yield stresses were investigated in the parametric study. Axial strengths obtained from the experimental tests and FE analyses were used to assess the performance of the current design guidelines as per the Direct Strength Method (DSM); obtained comparisons show that the current DSM is conservative by only 7% on average, while predicting the axial strengths of back-to-back built-up CFS unequal angle sections.

• 대한토목학회논문집
• /
• 제5권1호
• /
• pp.1-12
• /
• 1985

본(本) 연구(硏究)는 직접설계법(直接設計法)에 의한 다층(多層), 다경간(多徑間)을 갖는 철근(鐵筋)콘크리트 슬래브형(型) 구조체(構造體)의 최적화(最適化)에 관한 것이다. 설계제약조건(設計制約條件)으로는 슬래브, 보, 기둥의 휨강도(强度), 전단강도(剪斷强度), 단면치수, 철근비(鐵筋比) 등을 고려했고 목적함수(目的函數)로는 공비함수(工費函數)를 취했는데 이들은 고차(高次)의 비선형계획문제(非線型計劃問題)가 된다. 본(本) 연구(硏究)에서는 축차선형계획기법(逐次線型計劃技法)을 사용하여 전체(全體) 구조(構造)를 종합적(綜合的)으로 최적화(最適化) 할 수 있는 최적설계(最適設計) 프로그램을 개발하였다. 개발된 알고리즘의 타당성(妥當性), 경제성(經濟性), 수렴성(收斂性) 등을 확인하기 위해 5층(層)의 구조체(構造體)로서 각층(各層), 각 경우에 대해 직접 적용(適用)하였다. 그 결과 3~5회 반복시행(反復試行)으로 최적해(最適解)에 수렴(收斂)했고 재래(在來)의 설계(設計)에 비(比)해 경제적(經濟的)임이 입증(立證)되었다.

• 한국정밀공학회지
• /
• 제16권6호
• /
• pp.52-57
• /
• 1999

Funtional metal prototypes are often required in numerous industrial applications. These components are typically needed in the early stage of a project to determine form, fit and function. Recent R/P(Rapid Prototyping) part are made of soft materials such as plastics, wax, paper, these master models cannot be employed durable test in real harsh working environment. Parts by direct metal rapid tooling method, such as laser sintering, by now are hard to get net shape, pores of the green parts of powder casting method must be infiltrated to get proper strength as tool, and new type of 3D direct tooling system combining fabrication welding arc and cutting process is reported by song etc. But a system which can build directly 3D parts of high performance functional material as metal part would need long period of system development, massive investment and other serious obstacles, such as patent. In this paper, through the rapid tooling process as silicon rubber molding using R/P master model, and fabricate wax pattern in that silicon rubber mold using vacuum casting method, then we tranlsated the wax patterns to numerous metal prototypes by new investment casting process combined conventional investment casting with rapid pototyping & rapid tooling process. with this wax-injection-mold-free investment casting, we developed new investment casting process of fabricating numerous functional metal prototypes from one master model, combined 3-D CAD, R/P and conventional investment casting and tried to expect net shape measuring total dimension shrinkage from R/P part to metal part.

• Korean Chemical Engineering Research
• /
• 제53권2호
• /
• pp.262-268
• /
• 2015

본 연구에서는 일반적인 귀금속 담지법과 담체 위에 형성한 고분자 전해질 다층 박막 내에 귀금속을 내포시키는 방법으로 촉매를 제조하고, 과산화수소 직접제조 반응에 적용하여 촉매의 제조 방법이 과산화수소 생산성 및 촉매 수명에 미치는 영향을 조사하였다. 촉매의 활성은 제조 방법에 상관없이 담체의 산세기에 크게 의존하였으며, 사용한 담체들 중 산세기가 가장 강한 HBEA(SAR=25)를 사용한 경우가 활성이 가장 우수하였다. 단순 귀금속 담지 촉매는 고분자 전해질 다층 박막을 도입한 촉매보다 과산화수소 생산성은 우수하였으나, 반응 중 활성 금속인 Pd의 용출로 인해 재사용 횟수가 증가할 때마다 활성이 급격히 감소하였다. 한편, 고분자 전해질 다층 박막의 도입은 산성 담체의 역할을 약화시켜 촉매 활성은 감소하고 과산화수소 분해능은 증가하여 전체적으로 과산화수소의 생산성이 감소되는 결과를 가져왔다. 하지만, 5회에 걸친 재사용 동안에도 촉매 활성이 유지되었으며, 이러한 비약적인 촉매 수명의 향상은 담체 위에 고분자 전해질 다층 박막을 도입하는 것이 반응 중 활성 금속의 용출 억제 측면에서 매우 효과적이라는 것을 시사한다.

• 한국산학기술학회논문지
• /
• 제19권1호
• /
• pp.56-62
• /
• 2018

일반적으로 지반의 강도가 강한 지반은 입도분포가 양호하다고 예상할 수 있다. 그러나 Gap입도로 이루어진 지반으로 입도분포가 불량하더라도 지반의 강도가 강한 경우가 있다. 본 연구에서는 이와 같은 사실에 근거하여 인위적으로 조성한 Gap 입도시료와 입도분포가 균일한 시료, 양호한 시료를 직접전단시험을 통하여 지반의 강도정수를 구하고 이를 비교 분석하였다. 또한 13mm 골재와 19mm 골재를 이용한 평판재하시험으로 확대 적용하여 현장 적용성과 입도에 따른 강도 변화의 재현성을 확인하였다. 실험 결과 입자크기비와 내부마찰각이 상관관계가 있음을 확인 할 수 있었고, 특정한 입자 크기비의 범위에서 전단저항각이 상당히 커지는 것을 알 수 있었다. 또한 평판재하시험으로 극한지지력을 산정한 결과 입도조정법이 강도증가율에 크게 영향을 미치는 것을 알 수 있다. 따라서 위의 직접전단 시험을 통한 시험적 검증과 평판재하시험을 통한 재현성 확인을 통해 입도분포가 좋지 않음에도 간단한 입도 조정만으로 지반의 강도 증진을 유도할 수 있었다.