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Development of Fatigue Model for Asphalt Black Base by Accelerated Pavement Testing (포장가속시험을 이용한 아스팔트 안정처리층의 피로모형 개발)

  • Yeo, In-Soo;Suh, Young-Chan;Mun, Sung-Ho
    • International Journal of Highway Engineering
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    • v.9 no.4
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    • pp.11-20
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    • 2007
  • This thesis develops a fatigue model for the asphalt black base using the APT(Accelerated Pavement Testing) and analyzes the correlation of the APT analysis result with results of previous laboratory tests. For the APT testing, aggregate of the maximum grain size of 25mm(BB-3) was used as the material for the asphalt black base. The result of the APT revealed that the variable of the fatigue model, i.e. the maximum tensile stress on the bottom part of the pavement, increased as the number of loading increased while the modulus of elasticity for the pavement layer decreased gradually. The tensile strain was obtained from a strain gauge, and it was used to derive the values of $k_1=1.29{\times}10^{-6}$ and $k_2=3.02$ from the basic equation of the asphalt fatigue model, $N_f=k_1(\frac{1}{\epsilon})^{k_2}$. The fatigue life predicted from the asphalt fatigue model was greater than that obtained from laboratory experiments, given the same tensile strain. Additionally, a theory to estimate the remaining life of the pavement was developed using FWD, a non-destructive experiment.

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Analysis of Stream Characteristics at Tangential Intake Structure of Deep Underground Strom Water Tunnel (대심도 빗물배수터널의 접선식 유입구 흐름특성 분석)

  • Kim, Jung-Soo;Kim, So-Young;Choi, Tea-Soon;Yoon, Sei-Eui
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.604-604
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    • 2012
  • 국지성 집중호우에 따른 도심지 내수 침수 피해의 주원인으로 하수관거의 설계기준을 초과하는 강우가 침수피해의 주요 원인이며, 도심화로 인해 불투수 면적이 증가함에 따라 유출되는 시간이 짧아 저지대의 피해는 불가피하다. 2010년과 2011년에 100년 이상의 강우사상이 서울시에 연이어 나타나면서 집중호우로 인한 피해지역이 유사하게 나타났으며, 광화문 거리의 연이은 침수는 현재 서울시의 하수관거의 용량과 빗물펌프장 및 저류조 시설로 구성된 기존 수방대책의 한계점을 보이고 있다. 이에 서울시는 광화문 일대의 배수능력을 향상시키기 위하여 효자배수분구 빗물배수터널을 계획하고 있다. 일본, 미국 및 유럽 등지에서는 대심도 지하수로 시설에 대한 수리실험 및 수치 연구를 바탕으로 다양한 지하방수로가 건설되어 국지성 집중 강우에 대해 적절히 대응하고 있으나, 국내의 경우에는 대심도 지하방수로 시설에 대한 연구가 미비하여 지하방수로 설계 지침 및 기술적 자료가 부족한 실정이다. 그러므로 대심도 빗물배수터널 시설에서의 흐름특성 분석에 관한 수리실험 및 수치해석 등의 구체적인 연구가 필요하다고 판단된다. 본 연구에서는 수리모형 실험의 물질적 및 시간적 한계를 극복하기 위하여 일반적으로 3차원 유체거동의 특성분석에 많이 사용되는 Fluent 6.3 모형을 이용하여 대심도 빗물배수터널 시설의 접선식 유입구에 대한 흐름특성을 수치모의 하였다. 접선식 유입구 및 수직갱(drop shaft)에 대한 기하 모형의 격자망은 수치해석의 안정성 확보를 위하여 그림 1과 같이 6면체 격자로 구성하였다. 맨홀 내의 다상유동을 고려하기 위하여 VOF(Volume of Fluid) Scheme을 적용하였으며, 수치해석 방법으로는 비정상류, 1st order implicit method를 사용하였다. Fluent에서의 난류 흐름을 계산하는 방법에는 난류 운동에너지와 난류 에너지 소산율 $\epsilon$의 전달 방정식을 도입한 k-$\epsilon$ 난류 모형을 채택하였다.

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Crack growth behavior of fatigue surface crack initiated from a small surface defect (작은 表面缺陷에서 發생.成長하는 表面疲勞균열의 成長特性에 관한 硏究)

  • 서창민;권오헌;이정주
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.11 no.2
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    • pp.191-197
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    • 1987
  • It has been well known that the fracture mechanics can be applied to large through crack growth. But the growth rate of small surface cracks initiated from a small defect under rotary bending fatigue tests can not be treated as a function of stress intensity factor range. In this paper, to investigate the growth behavior of surface small fatigue cracks in the view-point of both fracture mechanics and strength of materials, the fatigue test has been carried out on two kinds of plain carbon steels with a small surface defect. Applying the concept of the cyclic strain intensity factor range .DELTA. $K_{\epsilon}$/$_{t}$ to the analysis of small surface fatigue crack growth, it is found that the relationship between cyclic strain intensity factor range and crack growth rate shows linear relation on logarithmic coordinates regardless of defect sizes and two kinds of carbon steels.s.s.

A study on the analysis of domestic gas explosion (실내가스폭발 해석에 관한 연구)

  • Kim Sang Sub;Cha Jae Ou
    • Journal of the Korean Institute of Gas
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    • v.7 no.4 s.21
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    • pp.24-29
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    • 2003
  • Numerical analysis was conducted to predict the damage of indoor gas explosion for the propagation of explosion flame. Indoor gas diffusion distribution due to gas leakage was obtained by diffusion equation that adopted initial conditions from reference. Enthalpy of each gas-mixture ratio and reduced mechanism was applied to calculate flame temperature, and laminar combustion velocities with the variant of each gas concentration from reference were applied to the gas mixture. Turbulent combustion velocity was modeled by coupling of turbulent energy and laminar combustion velocity in k-$\epsilon$ model. For the analysis of flame propagation cartesian and cylindrical coordinate were used to indoor position and flame propagation respectively. The study analyzes the cause of pressure rising with the variation of flame propagation by glass damage, and the result shows that indoor pressure rising with ignition position varies window dimension.

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Piezoelectric and Dielectric Characteristics of Low Temperature Sintering PNW-PMN-PZT Ceramics with the Amount of $CaCO_3$ Addition ($CaCO_3$ 첨가에 따른 저온소결 PNW-PMN-PZT 세라믹스의 압전 및 유전 특성)

  • Lee, Sang-Ho;Lee, Chang-Bae;Chung, Kwang-Hyur;Yoo, Ju-Hyun;Park, Chang-Yub;Jeong, Yeong-Ho
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2004.11a
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    • pp.421-424
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    • 2004
  • In this study, in order to develop low temperature sintering ceramics for ultrasonic vibrator, PNW-PMN-PZT system ceramics were manufactured with the amount of $CaCO_3$ addition and their piezoelectric, dielectric and microstructural characteristics were investigated. $CaCO_3$ addition to PNW-PMN-PZT basic composition was proved to be capable of sintering the ceramics at temperature below $1000^{\circ}C$ due to the effect of $Li_2CO_3-CaCO_3$ liquid phase. However, with increasing the amount of $CaCO_3$ addition, the second phase was appeared. As the results, electromechanical coupling coefficient (kp) and dielectric constant $(\epsilon_r)$ decreased. Taking into consideration electromechanical coupling coefficient (kp) of 0.49, mechanical quality factor (Qm) of 1396, dielectric constant $(\epsilon_r)$ of 1300 and density of $7.78[g/cm^2]$, it was concluded that the 0.25wt% $CaCO_3$ addition composition ceramics sintered at $920^{\circ}C$ was suitable for ultrasonic vibrator application.

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Numerical Analysis of Flow around Bow Rudder (선수 타 주위 유동의 수치적 해석)

  • Koo, Bon-Guk;Park, Jun-Mo
    • Journal of the Institute of Convergence Signal Processing
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    • v.21 no.4
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    • pp.170-176
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    • 2020
  • In this study, the lift, drag and moments of the rudder that influences on the maneuvering ships directly has been investigated using CFD(Computational Fluid Dynamics). One of typical ship rudders effecting on the forces and moments is the bow rudders during maneuvering on the sea. Thus, the forces and moments should be investigated for the bow of ship rudder. Among the IFS bow rudder series, the balance IFS 54 BR 15 is used for study. As a turbulent model, standard k-epsilon is applied to this study. The hydrodynamic of the bow rudder, especially lift, drag and moment coefficients are calculated for the different angles of attack. The angles of attack between water flow and rudder are presented in cases including 0°, 5°, 10°, 15°, 20°, 25°, 30° and 35°. The results of calculation for those influences on maneuvering performance of ships are compared with the relevant results of the previous experimental studies.

A Study on the Strength Enhancement of Wale in Temporary Retaining Structures (흙막이 지하 가시설 구조체의 띠장 휨 강성 증대를 위한 연구)

  • Lim, Dong Hwan;Lee, Yong Jun;Ahn, Sang Ro
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.3C
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    • pp.91-96
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    • 2009
  • The purpose of this study was to investigate a method for the strength enhancement of wale in temporary retaining structures. Tests on the wale structures strengthened with carbon fibre reinforced plastic (CFRP) strips and prestressed with seven wire strands were conducted. From this test, it is found that the flexural stiffness and strength of the wales strengthened with CFRP strips and seven wire strands were significantly improved compared to the unstrengthened one. The ultimate tensile strains of attached CFRP strips on the steel beam were in the range of 8,000 and $11,000{\mu}{\epsilon}$, and it is noticed that the bonding ability with steel and CFRP strips is good. In this paper, a new method for enhancing the strength of wale in retaining structures is suggested.

Numerical Simulation on Drag and Lift Coefficient around Ship Rudder using Computational Fluid Dynamics (전산 유체 역학을 이용한 선박 방향타 주변의 항력 및 양력 계수에 대한 수치 시뮬레이션)

  • Bon-Guk Koo
    • Journal of the Institute of Convergence Signal Processing
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    • v.24 no.2
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    • pp.97-102
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    • 2023
  • Numerical simulations have been performed to investigate the hydrodynamic characteristics of the rudder since they play an important role in naval architecture fields. Although some values such as hydrodynamics forces can be measured easily in the towing tanks, it is difficult to obtain the detailed information of the flow fields such as pressure distribution, velocity distribution, vortex generation from experiments. In the present study, the effects of hydrodynamic coefficients and Reynolds number acting on the rudder were studied by using Computational Fluid Dynamics(CFD). Ansys fluent, one of commercial CFD solvers, solves the Navier-Stokes equations and the k-epsilon turbulence model is selected for the viscous model to solve RANS equations. At first, drag coefficients and lift coefficient for different angle of attack are obtained by using a CFD commercial code for KCS rudder. Secondly, the 2-D lift coefficients and drag coefficients are compared with 3-D coefficients at the same conditions. Thirdly, the effects of Reynolds number on the hydrodynamic forces are investigated.

An Ultra-thin IR Cut-off Filter Based on Nanostructures (나노구조 기반 초박형 적외선 차단 필터)

  • Hyundo Yang;Jong-Kwon Lee
    • Korean Journal of Optics and Photonics
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    • v.35 no.1
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    • pp.24-29
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    • 2024
  • We propose a hyperbolic metastructure based on a nanopatterned metal (Ag)-dielectric (PDMS) multilayer and report on its performance in an infrared (IR) cut-off filter for imaging devices. By optimizing the size of the square-shaped Ag nanopattern and the thickness of PDMS surrounding the Ag nanopattern, the proposed IR cut-off filter blocks 99% of light in the 0.70-1.01 ㎛ wavelength band while maintaining a high transmittance of over 94% in the visible region. Here, the cut-off wavelength band starts at a region above the epsilon-near-zero wavelength of the hyperbolic metastructure and ends at the point where plasmonic absorption appears strongly. It is observed that transmittance in the wavelength region longer than the IR cut-off band increases again due to plasmonic coupling among horizontally adjacent Ag nanopatterns. This metastructure can improve the performance of IR-blocking filters as well as allow it to be manufactured ultra-thin, which is applicable to various planar optical elements and integrated optical components.

A Characteristic of Deformation and Strength of Domestic Sands by Triaxial Compression Tests (삼축압축시험에 의한 국내 모래의 변형-강도 특성)

  • Park, Choon Sik;Kim, Jong Hwan;Park, Cheol Soo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.2
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    • pp.515-527
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    • 2014
  • This study conducted experiment for understanding engineering characteristics of domestic sands by examining standard sand and sand from Yokji Island and Nakdong River in terms of confining pressure, $K_0$, over consolidation and relative density factors through triaxial compression test. The test showed that deviator stress by strain positively changed as confining pressure and relative density grow while $K_0$ and over consolidation factors do not directly correlated with it. Angle of internal friction decreases as confining pressure increases which strengthens contact force between particles, and declines as relative density drops, whereas $K_0$ and over consolidation factors hardly affect the results. When it comes to volumetric strain, volume expansion decreases as confining pressure increase due to crushability and rearrangement of particles while $K_0$ and over consolidation shows same movement unconditionally, and relative density appears compressed as it grows at the beginning however it expands as axial strain increases. Modulus of elasticity ($E_{sec}$) by strain has tendency into convergence resulting in initial secant modulus of elasticity ($E_{ini}$) > secant modulus of elasticity($E_{sec}$) > tangent modulus of elasticity ($E_{tan}$). On the other hand, it grows as confining pressure and relative density increase while indicating similar modulus of elasticity ($E_{sec}$) regarding on $K_0$ and over consolidation. Slope of critical line (M) tended to decrease as confining pressure increases, follow same line according to $K_0$, confining pressure and relative density, and increase as relative density grows.