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포장가속시험을 이용한 보수형 배수성 포장의 온도저감 효과 및 소성변형 저항특성 연구 (Evaluation of the Temperature Drop Effect and the Rutting Resistance of Moisture Retaining-Porous Asphalt Pavement Using Accelerated Pavement Testing)

  • 곽병석;서영찬;송철영;김주원
    • 한국도로학회논문집
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    • 제11권3호
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    • pp.97-109
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    • 2009
  • 높은 포장온도는 아스팔트포장 소성변형의 주요인이나 소성변형을 줄이기 위한 방안으로서 포장온도를 줄이는 측면에서는 아직 많은 연구가 이루어지지 않은 실정이다. 본 연구에서는 소성변형결함을 줄이기 위한 하나의 대안으로, 온도저감 효과가 있는 것으로 알려져 있는 보수성 포장을 배수성 포장의 하부층에 설치한 포장의 공용특성을 연구하였다. 본 연구의 목적은 보수형 배수성 포장의 온도저감효과를 정량화하고, 포장가속시험(Accelerated Pavement Testing)을 이용하여 온도 저감에 따른 소성변형 감소효과를 확인하고, 정량화하는데 있다. 또한 추가적으로 보수성 포장의 상대강도계수를 분석하고, 일반 포장과 비교하여 설계법 적용시 포장두께를 줄일 수 있는지 여부를 알아보고자 하였다. 본 연구를 위해 보수형 배수성포장 2개 단면 및 일반 배수성 포장 1개 단면 등 총 3개 시험구간이 시공되었다. 히팅 및 살수를 일정주기로 실시하였으며 하중조건은 윤하중 8.2ton, 타이어 공기압 $7.03kgf/cm^2$ 타이어 접지면적 $610cm^2$이었다. 이 연구에서 포장체 온도저감효과는 중간층의 경우 $6.6{\sim}7.9^{\circ}C$(평균$7.4^{\circ}C$), 표층의 경우 $7.9{\sim}9.8^{\circ}C$(평균 $8.8^{\circ}C$)였으며, 이를 통해 포장표면의 소성변형 발생을 26% 감소시킬 수 있었다. 또한 탄성계수로부터 추정된 보수성 포장의 상대강도계수는 0.173으로 일반 밀입도 포장의 1.2배 정도였으며, 일반배수성 포장 구간에서는 표층, 중간층, 기층 모두 소성변형이 발생한데 반해 보수형 배수성 포장 구간에서는 표층에서 대부분의 소성변형이 발생된 것으로 나타났다.

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콘크리트궤도용 강성보강노반의 시공 중 거동에 관한 연구 (A Study on the Behavior during Constructing of Rigid Reinforced Roadbed to apply for the Slab Track)

  • 김기환;김대상;박성용;박종식;유충식
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.1774-1785
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    • 2011
  • In this paper, Rigid Reinforced Roadbed(RRR) which is expected to have highly applicability to railroad roadbed, was introduced and field tests results were analyzed. Full scale model with 5m height concerning a single track railroad roadbed was constructed. The model had four different sections, which was to assess the effect of geogrid length, spacing, and connection method on deformation characteristics of RRR. Laser displacement meter, earth pressure cell, piezometer, and strain gauge were installed in order to analyze the behavior of reinforced embankment during construction. Horizontal displacements caused by compaction at each section were 20~30% below the displacement limit that of general reinforced retaining wall, which showed that RRR was very stable structure. Maximum tensile strength of reinforcement was withing 10% of the long-term design strength.

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광범위한 압력조건하에서 균일 가열 수직 봉다발에서의 임계열유속 (Critical Heat Flux in Uniformly Heated Rod Bundle Under Wide Range of System Pressures)

  • 문상기;천세영;최기용
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집D
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    • pp.195-200
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    • 2001
  • An experimental study on critical heat flux (CHF) has been performed for water flow in a uniformly heated vertical 3 by 3 rod bundle under low flow and a wide range of pressure conditions. The objective of this study is to investigate the parametric trends of CHF with 3 by 3 rod bundle test section where three unheated rods exist. The general trends of the CHF are coincident with previous understandings. At low flow and system pressure above 3 MPa, some critical qualities are larger than 1.0 due to counter-current flow in test sections. Since there is a supply of water to the heated section from unheated section, the maximum CHFs at system pressure between 2 and 4 MPa are not shown.

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박판금속성형에 있어서 곡선절곡에 관한 연구 (A Study on Curved Line Folding in Sheet Metal Working)

  • 양동열;이정우
    • 오토저널
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    • 제7권3호
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    • pp.42-55
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    • 1985
  • The study is concerned with the investigation of curved line folding of developable surface from flat sheets of metal. General geometric relations among folding line, folded surface, folded angle are derived. From the derived geometric relations, the required plastic work and punch force are derived for the first approximation. Five methods of forming are suggested and the experiment is carried out using two chosen methods for the prismatic developable surfaces of which cross-sections have 103.deg.arc, 180.deg.arc, sinusoidal shape. In the die design for the tolding of prismatic developable surfaces, a stack of sheets were used to form shapes of the dies by which acceptable folded surfaces were obtained. The computed plastic work and punch force turned out to be in reasonable agreement with the experimental result.

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아웃케이블 공법을 적용한 프리스트레스 철근콘크리트 보의 휨보강 성능 (Flexural Strengthening Capacities in Prestressed concrete Beams Applied to Outcable technique)

  • 박완신;윤현도;한병찬;황선경;임재형;문정호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.268-271
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    • 2004
  • A strengthening technique for reinforced concrete beams using external unhanded reinforcement offers advantages in speed and simplicity of installation over other, established, strengthening techniques. The purpose of this paper is to investigate the capabilities of a new retrofitting technique, namely external prestressing out cable, for flexural strengthening of beams. The paper provides a general description of structural behavior of beams strengthened using the technique. Results of four physical tests on strengthened reinforced concrete beams are reported and compared. It is shown that the technique can provide greater strength enhancement to lightly reinforced sections and that provision of deflectors enhances efficiency.

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G2 Continuity Smooth Path Planning using Cubic Polynomial Interpolation with Membership Function

  • Chang, Seong-Ryong;Huh, Uk-Youl
    • Journal of Electrical Engineering and Technology
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    • 제10권2호
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    • pp.676-687
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    • 2015
  • Path planning algorithms are used to allow mobile robots to avoid obstacles and find ways from a start point to a target point. The general path planning algorithm focused on constructing of collision free path. However, a high continuous path can make smooth and efficiently movements. To improve the continuity of the path, the searched waypoints are connected by the proposed polynomial interpolation. The existing polynomial interpolation methods connect two points. In this paper, point groups are created with three points. The point groups have each polynomial. Polynomials are made by matching the differential values and simple matrix calculation. Membership functions are used to distribute the weight of each polynomial at overlapped sections. As a result, the path has $G^2$ continuity. In addition, the proposed method can analyze path numerically to obtain curvature and heading angle. Moreover, it does not require complex calculation and databases to save the created path.

결합부 해석을 이용한 전기자동차 구조물의 모델링 및 최적화 (The Modeling and the Optimization of an Electrical Vehicle using Joint Analysis)

  • 이광원;이권희;박영선;박경진
    • 한국자동차공학회논문집
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    • 제6권1호
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    • pp.1-15
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    • 1998
  • Currently, computational analysis is a popular technology in automobile engineering. Finite element analysis is an excellent method for body analysis. For finite element analysis, accurate modeling is very important to obtain precise information. Stick modeling is a convenient way in that it is easy and simple. When a stick model is utilized, the joints are modified in the tuning process. A tuning method for the joint has been developed. The joints are modeled by designated beam elements. An optimization method called "Goal Programming" is employed to impose the target values. With the tuned joints, the entire optimization has been carried out. Using the "Recursive Quadratic Programming" algorithm, the optimization process determines the configuration of the entire structure and sizes of all the sections. For example, the structure of an electrical vehicle is modeled and analyzed by the method. The stick model works well since the structure is made of aluminium frames. Although the example handles an electrical vehicle, this method can be applied to general vehicle structures.

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Thermoelastic solutions for annular disks with arbitrary variable thickness

  • Zenkour, Ashraf M.
    • Structural Engineering and Mechanics
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    • 제24권5호
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    • pp.515-528
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    • 2006
  • This article presents a unified analytical solution for the analysis of thermal deformations and stresses in elastic annular disks with arbitrary cross-sections of continuously variable thickness. The annular disk is assumed to be under steady heat flow conditions, in which the inner surface of the annular disk is at an initial temperature and the outer surface at zero temperature. The governing second-order differential equation is derived from the basic equations of the thermal annular disks and solved with the aid of some hypergeometric functions. Numerical results for thermal stresses and displacement are given for various annular disks. These disks include annular disks of thickness profiles in the form of general parabolic and exponential functions. Additional annular disks with nonlinearly variable thickness and uniform thickness are also included.

터널구간 운행시 KTX 플랩 작동에 따른 CO2 농도 예측식 제안 (A Suggestion of indoor CO2 concentration prediction equation by operating KTX flap in Tunnel Sections)

  • 소진섭;유성연;김익희
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.2052-2057
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    • 2010
  • In December 2006, the Ministry of Environment in Korea established the "Indoor Air Quality Management Guidelines in Public Transportation." As the items of the guideline, $CO_2$(Carbon dioxide) and PM10(Particulate matter). Therefore, the air quality inside the train is supposed to be ruled by this guideline. This study calculated the increase or decrease rate of the $CO_2$ concentration by using the data measured in accordance with flap operation. In case of flap close or open, the calculated $CO_2$ concentration variation was 6.32ppm/min. The $CO_2$ concentration prediction equation was derived from the general equation and the actual measured value are compared with the predicted $CO_2$ concentration suggested during the KyungBu high speed railway construction. The predicted value show good agreement with the measured data.

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Pool-Boiling Critical Heat Flux of Water on Small Plates: Effects of Surface Orientation and Size

  • Yang, Soo-Hyung;Baek, Won-Pil;Chang, Soon-Heung
    • 한국원자력학회:학술대회논문집
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    • 한국원자력학회 1996년도 춘계학술발표회논문집(2)
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    • pp.337-342
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    • 1996
  • The pool-boiling critical heat flux (CHF) of water on small flat plates has been experimentally investigated focusing on the effects of the inclination angle and size of the heated surface under near atmospheric pressure. The second-phase experiment was accomplished to find out the general CHF behavior for over-all inclination angles from -90$^{\circ}$ to 90$^{\circ}$using two plate-type test sections (30$\times$150 mm and 40$\times$150 mm) submerged in a slightly subcooled water pool. Test results generally confirm the first-phase findings and show little effect of inclination angle for inclined upward-facing cases. CHF position moves to lower position with the increase of the heater characteristic size and inclination angle(from -30$^{\circ}$to 60$^{\circ}$).

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