• Title/Summary/Keyword: 상대슬립

Search Result 30, Processing Time 0.034 seconds

Acrylamide Polymerization on Ceramic Powders (III) -Effect on Molecular Structure of Polymer Dispersant on SiN4 Gelcasting Process- (세라믹분체 표면에서 아크릴아마이드 중합(제3보)-고분자 분산제의 분자구조가 질화규소 겔캐스팅공정에 미치는 영향-)

  • 류병환;김은영;이재도
    • Journal of the Korean Ceramic Society
    • /
    • v.36 no.3
    • /
    • pp.266-273
    • /
    • 1999
  • 본 연구에서는 겔캐스팅법의 제조공정 확립을 위하여 분산제의 분자구조가 질화규소 슬립의 점성특성 및 성형체의 상대밀도와 기계적 특성에 미치는 영향을 조사하였다. 슬립과 겔캐스팅 성형체의 제조방법은 기보고된 방법과 동일하게 하였다. 그 결과, 겔캐스팅 슬립의 점성은 분산제의 분자구조와 모노머와 분산제의 구성비율에 크게 의존하였다. PMAA 분산제를 사용한 슬립의 점성은 PAA 및 PAAm 분산제 보다 높은 점도를 나타내었다. 성형체의 상대밀도는 슬립의 농도에 크게 의존하였으며, 분산제양과 모노머의 양변화에는 그다지 변화가 없었다. 그리고, 겔캐스팅 성형체의 기계적 특성은 크게 모노머의 농도에 의존하였으며, 분산제양과 슬립의 농도에는 큰 변화가 없었다.

  • PDF

Effects of Bar Deformation on Bond between Reinforcing Steel and Concrete Subjected In Cyclic Loading (반복하중시 철근의 마디형태에 따른 부착특성)

  • 최완철;이재열;이웅세
    • Journal of the Korea Concrete Institute
    • /
    • v.13 no.3
    • /
    • pp.244-250
    • /
    • 2001
  • One of the reasons for brittle failure in reinforced concrete structures subjected to severe earthquake is due to large slip between reinforcing steel and concrete. This study aims to evaluate effects of deformation patterns of ribbed reinforcing bars on bond under cyclic loading. Bond test specimens were constructed with machined bars to test the newly developed reinforcing bars with high relative rib areas. The degree of confinement is also another key parameter in this bond test. From the test results under monotonic and cyclic loading, bond strength and stiffness were evaluated. Bond strength and bond stiffness increase as relative rib areas under cyclic loading for specimens highly confined by transverse reinforcement. The increase rates of the bond performance under cyclic loading are larger than those of specimens under monotonic loading. The developed bars with high relative rib areas will contribute for better bond performance for reinforced concrete structures subjected to severe seismic loadings.

A Study on Material Degradation and Fretting Fatigue Behavior (재질 열화와 프레팅 피로거동 평가에 관한 연구)

  • Kwon, Jae-Do;Choi, Sung-Jong;Sung, Sang-Suk
    • Proceedings of the KSME Conference
    • /
    • 2001.06a
    • /
    • pp.157-162
    • /
    • 2001
  • Fretting is a potential degradation mechanism of structural components and equipments exposed to various environments and loading conditions. The fretting degradation, for example, can be observed in equipments of nuclear, fossil as well as petroleum chemical plants exposed to special environments and loading conditions. It is well known that a cast stainless steel(CF8M) used in a primary reactor coolant(RCS) degrades seriously when that material is exposed to temperature range ken $290^{\circ}C{\sim}390^{\circ}C$ for long period. This degradation can be resulted into a catastrophical failure of components. In the present paper, the characteristics of the fretting fatigue are investigated using the artificially aged CF8M specimen. The specimen of CF8M are prepared by an artificially accelerated aging technique holding 1800hr at $430^{\circ}C$ respectively. Through the investigations, the simple fatigue endurance limit of the virgin specimen is not altered from that obtained from the fatigue tests imposed the fretting fatigue. The similar tests are performed using the degraded specimen. The results are not changed from those of the virgin specimen. The significant effects of fretting fatigue imposed on both virgin and degraded specimen on the fatigue strength are not found.

  • PDF

System Kinetic Model based Cycle Slip Free Technique for GPS Carrier Phase Precise Positioning (GPS 반송파 기반의 정밀 상대 항법에서 운동 모델 적용을 통한 사이클 슬립 대응 기법)

  • Chun, Se-Bum;Heo, Moon-Beom;Nam, Gi-Wook
    • Journal of Advanced Navigation Technology
    • /
    • v.15 no.4
    • /
    • pp.502-509
    • /
    • 2011
  • It is necessary to resolve integer ambiguity in GPS carrier based precise positioning. If there is no signal blockage or cycle slip, the integer ambiguity does not changed. however, signal blockage and cycle slip occur frequently under real operational environment. under this situation, integer ambiguity maintenance is indispensable for continuity of navigation information. In this paper, a cycle slip free technique is proposed for simplifying integer ambiguity maintenance procedure. this technique tested with simulated carrier phase signal with cycle slip aided intentionally. As a result, the proposed technique can give navigation information continuously even if cycle slip is occured.

Acrylamide Polymerization on ceramic Powders(I) : The Process Control of Si2N4 Gelcasting by Polymerization of Acrylamicde (세라믹분체 표면에서 아크릴아마이드 중합(제1보) : 아마이드 고분자중합에 의한 질화규소 겔캐스팅 공정제어)

  • 류병환;김은영;이재도
    • Journal of the Korean Ceramic Society
    • /
    • v.36 no.2
    • /
    • pp.178-185
    • /
    • 1999
  • For the process control of silicon nitride gelcasting, the composition effect of acryamide system on the viscosity of slip and mechanical property of gelcast green body were investigated. The slip was prepared by ball milling of silicon nitride suspension prepared with acrylamide monomer and polyelectrolyte dispersant after premixing them by attritor. The slip mixed with initiator was vacuum deaired and cast into molds, and then polymerized. The consolidated green body was obtained by drying the gelated slip. The viscosity measument and the diametral compression test was done to evaluate the rheological behaviro of slip and mechanical property of gelcast body, respectively. Experimental results showed that the high solid loading of silicon nitride slip was obtained up to 46 vol% with a low viscosity. The mechanical property of gelcast body mainly increased with increasing the concentration of monomer. The gelcast body was machinable above the ∼3 MPa of tensile strength. The relative density of pressured-sintered body was 98.5% at 1760$^{\circ}C$, 3 h.

  • PDF

An Interfacial Crack Model with Inclined Strip Plastic Zones under Mode III Load (모우드 III 하중 하에서 경사진 띠모양의 소성역을 가정한 계면균열 모델)

  • 박재학;엄윤용
    • Transactions of the Korean Society of Mechanical Engineers
    • /
    • v.13 no.2
    • /
    • pp.243-251
    • /
    • 1989
  • Assuming plastic zones spreading out on each slip plane of the two materials under out-of-plane shear loading, the size of each plastic zone is computed. The effect of the different frictional shear stresses in the two materials on the size of each plastic zone and the relative displacement at the crack tip are investigated. The relation between the J-integral in this model and the relative displacement at the crack tip is also obtained.

A Study on Material Degradation and Fretting Fatigue Behavior (재질 열화와 프레팅 피로거동 평가에 관한 연구)

  • Gwon, Jae-Do;Seong, Sang-Seok;Choe, Seong-Jong
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.25 no.8
    • /
    • pp.1287-1293
    • /
    • 2001
  • Fretting is a potential degradation mechanism of structural components and equipments exposed to various environments and loading conditions. The fretting degradation, for example, for example, can be observed in equipments of nuclear, fossil as well as petroleum chemical plants exposed to special environments and loading conditions. It is well known that a cast stainless steel(CF8M) used in a primary reactor coolant(RCS) degrades seriously when that material is exposed to temperature range from 290$\^{C}$∼390$\^{C}$ for long period. This degradation can be resulted into a catastrophical failure of components. In the present paper, the characteristics of the fretting fatigue are investigated using the artificially aged CF8M specimen. The specimen of CF8M are prepared by an artificially accelerated aging technique holding 180hr at 430$\^{C}$ respectively. Through the investigations, the simple fatigue endurance limit of the virgin specimen is not altered from that obtained from the fatigue tests imposed the fretting fatigue. The similar tests are performed using the degraded specimen. The results are not changed from those of the virgin specimen. The significant effects of fretting fatigue imposed on both virgin and degraded specimen on the fatigue strength are not found.

Study on the Fabrication of Ceramic Core using a Gel-casting Process in Aqueous medium(I) : Gelation Behavior of Polydispered Ceramic Slip (수용액 매체에서 젤-케스팅 공정을 이용한 세라믹 코어 제조에 관한 연구(I) : 다성분계 분산 세라믹 슬립의 젤화 거동)

  • Kim, Jae-Won;Kim, Du-Hyeon;Kim, In-Su;Yu, Yeong-Su;Kim, Jae-Cheol;Jo, Chang-Yong
    • Korean Journal of Materials Research
    • /
    • v.11 no.2
    • /
    • pp.137-145
    • /
    • 2001
  • A new process, gelcasting in aqueous medium, to fabricate complex-shaped ceramic core has investigated. The ceramic slurry, mixture of fused silica powder and additives such as zircon and cordierite, was electrosterically stabilizes. The slip was prepared by ball milling of polydispered ceramic suspension with monomer, dimer and dispersant. The rheological behavior of slip was evaluated by viscosity measurement. It was found that the high solid loading of polydispersed ceramic slip, which has low viscosity of 50vol%, is possible to obtained. The viscosity of the slip was significantly dependent upon the amount of polymer dispersant and the formulation of monomer and dimer. The green bodies were fabricated through casting and gelation at room temperature followed by drying at $25^{\circ}C$ for 48hrs under relative humidity of 80~85%. Crack-free green body was successfully fabricated through the above process.

  • PDF

Assessment of Slip Sinkage of an Off-Road Tracked Vehicle from Model Track Experiments (모형궤도시험을 통한 야지궤도차량의 슬립침하 평가)

  • Baek, Sung-Ha;Shin, Gyu-Beom;Chung, Choong-Ki
    • Journal of the Korean Geotechnical Society
    • /
    • v.34 no.6
    • /
    • pp.49-59
    • /
    • 2018
  • When a tracked vehicle travels off-road, shearing action and ground sinkage occur on the soil-track interface and severely affect tractive performance of the tracked vehicle. Especially, the ground sinkage, which is induced by vehicle's weight (hereinafter referred to as static sinkage) and longitudinal forces in the direction of travel producing slip (hereinafter referred to as slip sinkage), develops soil resistance, directly restricting the tractive performance of an off-road tracked vehicle. Thus, to assess the tractive performance of an off-road tracked vehicle, it is imperative to take both of static sinkage and slip sinkage into consideration. In this research, a series of model track experiments was conducted to investigate the slip sinkage which has not been clarified. Experiment results showed that the slip sinkage increased with increasing the slip ratio, but the increasing rate gradually decreased. Also, the slip sinkage was found to increase as relative density of soil decreased and imposed vertical load increased. From the experiment results, the normalized slip sinkage defined as slip sinkage to static sinkage calculated in the identical condition was investigated, and an empirical equation for the slip sinkage was developed in terms of slip ratio, which allows vehicle operators to predict the slip sinkage in a given soil and operating conditions.

Behavior of Composite Structure by Nonlinearity of Steel-concrete Interface(II) -Behavior of Steel-Concrete Interface- (강·콘크리트 경계면의 비선형성에 따른 합성구조체 거동 (II) -강·콘크리트 경계면의 거동 특성-)

  • Jeong, Youn Ju;Jung, Kwang Hoe;Kim, Byung Suk
    • Journal of Korean Society of Steel Construction
    • /
    • v.15 no.5 s.66
    • /
    • pp.509-518
    • /
    • 2003
  • In this study, we carried out nonlinear analysis according to various interface nonlinear models by interaction magnitude, and analyzed interface behavior such as distribution of tangential traction and relative slip in steel-concrete composite structure. As a result of this study, tangential traction and relative slip of interface is rapidly increased at the steel plate-concrete interface, especially at the neutral region, rather than tensile, as opposed to the T beam-concrete interface. In transverse direction, it has gradually reduced to go outside from loading position. In longitudinal direction, it was minimum at the central region near the loading point, maximum at 0.6-0.7L from support and gradually reduced as it nears support. Moreover, as the load is increased, the failure of interface gradually expands from the maximum tangential traction position to the entire region. It is expected to provide fundamentality for interface behavior and load-carrying mechanism, and for the design of bending and shear connection of steel-concrete composite structure.