• 제목/요약/키워드: wet test

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Traffic-induced vibrations at the wet joint during the widening of concrete bridges and non-interruption traffic control strategies

  • Junyong Zhou;Zunian Zhou;Liwen Zhang;Junping Zhang;Xuefei Shi
    • Computers and Concrete
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    • 제32권4호
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    • pp.411-423
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    • 2023
  • The rapid development of road transport has increased the number of bridges that require widening. A critical issue in the construction of bridge widening is the influence of vibrations of the old bridge on the casting of wet joint concrete between the old and new bridges owing to the running traffic. Typically, the bridge is closed to traffic during the pouring of wet joint concrete, which negatively affects the existing transportation network. In this study, a newly developed microscopic traffic load modeling approach and the vehicle-bridge interaction theory are incorporated to develop a refined numerical framework for the analysis of random traffic-bridge coupled dynamics. This framework was used to investigate traffic-induced vibrations at the wet joint of a widened bridge. Based on an experimental study on the vibration resistance of wet joint concrete, traffic control strategies were proposed to ensure the construction performance of cast-in-site wet joint concrete under random traffic without interruption. The results show that the vibration displacement and frequency of the old bridge, estimated by the proposed framework, were comparable with those obtained from field measurements. Based on the target peak particle velocity and vibration amplitude of the wet joint concrete, it was found that traffic control measures, such as limiting vehicle gross weight and limiting traffic volume by closing an additional traffic lane, could ensure the construction performance of the wet joint concrete.

CFD모사 기법을 이용한 관내 혼화장치내 흐름 특성 평가 (Evaluation of Flow Characteristics within In-Line Mixer for Water Treatment using CFD Technique)

  • 박대진;박영오;박노석;김성수;왕창근
    • 상하수도학회지
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    • 제22권3호
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    • pp.351-358
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    • 2008
  • The modified in-line mixer which was suggested in this study for small water treatment facilities was evaluated on the performance of coagulation. For the objectives of this research, computational fluid dynamics(CFD) simulation was applied for analysis of flow characteristics within the modified in-line mixer. For verifying the results of CFD simulation, wet tests for the pilot plant were conducted. The wet test was to measure the actual coagulant dispersion distribution on the overall cross-section at a distance of 5.5D from the chemical injection point. From the results of CFD simulation and wet test, it was shown that the coagulant dispersion within the modified in-line mixer was occurred more uniformly than within the existing PDM(Pump diffusion Mixer). The results have confirmed the modified in-line mixer had several advantages compared with the existing PDM in terms of dispersion efficiency.

LINEAR INSTABILITY ANALYSIS OF A WATER SHEET TRAILING FROM A WET SPACER GRID IN A ROD BUNDLE

  • Kang, Han-Ok;Cheung, Fan-Bill
    • Nuclear Engineering and Technology
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    • 제45권7호
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    • pp.895-910
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    • 2013
  • The reflood test data from the rod bundle heat transfer (RBHT) test facility showed that the grids in the upper portion of the rod bundle could become wet well before the arrival of the quench front and that the sizes of liquid droplets downstream of a wet grid could not be predicted by the droplet breakup models for a dry grid. To investigate the water droplet generation from a wet grid spacer, a viscous linear temporal instability model of the water sheet issuing from the trailing edge of the grid with the surrounding steam up-flow is developed in this study. The Orr-Sommerfeld equations along with appropriate boundary conditions for the flow are solved using Chebyshev series expansions and the Tau-Galerkin projection method. The effects of several physical parameters on the water sheet oscillation are studied by determining the variation of the temporal growth rate with the wavenumber. It is found that a larger relative steam velocity to water velocity has a tendency to destabilize the water sheet with increased dynamic pressure. On the other hand, a larger ratio of steam boundary layer to the half water sheet thickness has a stabilizing effect on the water sheet oscillation. Droplet diameters downstream of the spacer grid predicted by the present model are found to compare reasonably well with the data obtained at the RBHT test facility as well as with other data recently reported in the literature.

저변형률시험법에 의한 섬유강화 복합재료의 응력부식균열에 관한 연구 (A Study on Stress Corrosion Cracking of Fiber Reinforced Composite by Slow Strain Rate Test)

  • 임재규;최태수
    • 대한기계학회논문집A
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    • 제20권11호
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    • pp.3433-3440
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    • 1996
  • This paper was investigation of the stres corrosion cracking(SCC) mechanism and the properties of corrosion fracture surface of glass fiber reinforced plastics(GFRP) produced by hand lay up(HLU) method in synthetic sea water. Test material is GFRP, that was used vinylester type epoxy acrylate resin and an unsaturated polyester as the matrix and the chopped strand mat(CSM) type E-glss fiber as the reinforcement. The slow strain rate test(SSRT) was performed on dry, wet and saturated wet specimens in sea water. Here the pH concentration of synthetic sea water was 8.2 and the strain rate is 1 x $10^{-6}$($sec^{-1}$) and test temperature ranges varied from $-60^{\circ}C$ to $80^{\circ}C$. It could be confirmed the fact that wet specimens tested at a particular test temperature ranges were appeared the eviences of SCC such as con-planar, mirror and hackle zone. Moreover, SCC of GFRP in sea water was characterised by falt fracture surfaces with only small amounts of fiber pull-out, in partial.

함수비를 고려한 모래의 상대밀도 추정을 위한 Fall Cone 관입량의 적용 (Application of Penetration in Fall Cone Test to Estimate Relative Density with Variation of Water Content for Sand)

  • 최우석;손영환;박재성;노수각;봉태호
    • 한국농공학회논문집
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    • 제54권5호
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    • pp.69-77
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    • 2012
  • Relative density, used to express dynamics condition of sand quantitatively, is measured by RI Test, Standard Penetration Test and Cone Penetration Test. Each measurement method has demerits, which is complicated or needs a specific analysis instrument and an analysis of expert. Also the ground is in wet condition commonly because of an unsaturated zone between a saturated zone and a surface, so the behaviour of the ground has different engineering properties unlike the dry ground and it diminishes accuracy of measuring relative density. In this study, the correlation between relative density and penetration of fall cone test in dry condition and wet condition with variation of water content was analyzed and a simple measuring method for relative density was suggested. As a result, there were difference of penetration between dry sands and wet sands, the correlation between relative density and penetration showed linear expression and relative density could be measured by the linear relation.

PF열교환기의 습표면 성능시험 (Wet Surface Performance Test of PF Heat Exchanger)

  • 조진표;김내현;최국광
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집B
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    • pp.314-320
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    • 2000
  • In this study, the wet surface heat transfer coefficients and friction factors of PF heat exchangers are presented. Two sample with different fin pitch(1.25mm, 1.5mm) were tested. Tests were conducted in a open loop wind tunnel. The wet surface heat transfer coefficient was reduced following the procedure given in ARI 410-81. Results showed that the heat transfer coefficients of the heat exchanger with 1.5mm fin pitch were approximately the same as those with 1.25mm fin pitch, except at low reynolds number(Re<100), where the heat transfer coefficients of 1.5mm fin pitch were slighly higher than those with 1.25mm fin pitch. The friction factors of the 1.25mm fin pitch, however was 120 % to 160 % higher than those of the 1.5mm fin pitch. The wet surface heat transfer coefficients were lower than those of the dry surface. The wet surface friction factors, however, were higher than those of the dry surface.

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나노초 레이저를 이용한 PMMA의 습식 및 건식어블레이션 비교 연구 (Comparison study of nanosecond laser induced wet and dry ablation of PMMA)

  • 이호
    • 한국산업융합학회 논문집
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    • 제22권3호
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    • pp.243-250
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    • 2019
  • The nanosecond laser assisted ablation have been investigated. The biocompatable polymer PMMA was employed as the target material and the two distinctive surface conditions were test. The first surface condition is a dry surface for which the target surface is exposed to air and the second surface condition is the wet surface for which the target surface is covered with dehydrated water. The ablation volume, the laser induced acoustic wave, the laser induced plasma were investigated for both wet and dry condition. The nanosecond laser pulse ablatied more on the wet surface compared to the dry surface. The enhanced ablation of wet surface is attributed to the confined acoustic wave and the laser-induced plasma in the liquid layer.

조림묘목 mulching mat 제조용 base paper의 물리적 특성 연구 (Studies on the Physical Properties of Base Paper for the Manufacture of Mulching Mat for Afforestation Seedling)

  • 김형진;오동근;유영정
    • 펄프종이기술
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    • 제41권1호
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    • pp.37-43
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    • 2009
  • In this study, the physical properties of base paper for the manufacture of mulching mat for afforestation seedling were investigated. The base paper for mulching mat was prepared by stock conditions of PAE and AKD addition into the screened slurry of KOCC for the strengthening effects of wet tensile and burst strength. The optimum additions of PAE and AKD were considered at 2% and 0.5%, respectively. The accelerated aging by ISO 5630-1 and wet heat aging method under hot water for 2 kinds of commercial mulching and wet strength paper were compared with the base paper prepared for mulching mat manufacture. The accelerated aging test for the base paper prepared for mulching mat manufacture resulted in the same tendency of physical properties as two kinds of commercial products. However, the results of wet heat aging test under hot water indicated that the physical strength for base paper prepared was much higher than others. In addition, the opacity behavior for base paper prepared was enough effects to obstruct weeds growth by isolating transmission of sunlight.

지부자 피부도포가 히스타민 유발 소양감, 홍반, 팽진에 미치는 영향 (Effects of Kochiae Fructus on Histamine-induced Itch, Erythema and Wheal Responses in Normal Healthy Adults)

  • 김정선;한재복;황의완;민병일
    • 대한한의학회지
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    • 제24권1호
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    • pp.133-140
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    • 2003
  • Objectives : Kochiae Fructus (dried fruits of Kochia scoparia L. Schrad,) is used in the treatment of skin diseases as internal or external medicine in Oriental Medicine, but there has not been experimental study of Kochiae Fructus as an external medicine. The purpose of this study was to investigate if it has certain effects on the skin or not. Methods : By a skin prick test method, we evaluated the effects of wet dressing with Kochiae Fructus decoction in different concentrations on histamine-induced itch, erythema and wheal responses, and compared them with the effects of calamine lotion and distilled water in 8 healthy volunteers aged 26-32. Results : The mean intensity and duration of itch were most decreased after wet dressing with a Kochiae Fructus decoction of 100mg/150ml. The time required for erythema to reach the maximal size was around 5 minutes in all groups, and the size of erythema was smallest on the skin taking wet dressing with the Kochiae Fructus decoction of highest concentration. The size of wheal was also smallest after wet dressing with the highest concentration Kochiae Fructus decoction. The effects of wet dressing with Kochiae Fructus decoction on skin were dependent on their concentrations. Conclusions : Kochiae Fructus suppressed the histamine-induced skin responses, which supports the ancient herbal literatures which describe that Kochiae Fructus has a certain effectiveness on some skin diseases.

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화강암질 풍화토의 시멘트에 의한 안정처리에 관한 연구 (내구성을 중심으로) (The Study on Portland Cement Stabilization on the Weathered Granite Soils (on the Durability))

  • 도덕현
    • 한국농공학회지
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    • 제22권3호
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    • pp.60-74
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    • 1980
  • Soil-cement mixtures involve problems in it's durability in grain size distribution and mineral composition of the used soils as well as in cement content, compaction energy, molding water content, and curing. As an attempt to solve the problems associated with durability of weathered granite soil with cement treated was investigated by conducting tests such as unconfined compression test, it's moisture, immers, wet-dry and freeze-thaw curing, mesurement of loss of weight with wet-dry and freeze-thaw by KS F criteria and CBR test with moisture curing on the five soil samples different in weathering and mineral composition. The experimental results are summarized as follows; The unconfined compressive strength was higher in moisture curing rather than in the immers and wet-dry, while it was lowest in freeze-thaw. Decreasing ratio of unconfined compressive strength in soil-cement mixtures were lowest in optimum moisture content or in the dry side rather than optimum moisture content with freeze-thaw. The highly significant ceofficient was obtained between the cement content and loss of weight with freeze-thaw and wet-dry. It was possible to obtain the durability of soil-cement mixtures, as the materials of base for roads, containing above 4 % of cement content, above 3Okg/cm$_2$ of unconfined compressive trength with seven days moisture curing or 12 cycle of freeze-thaw after it, above 100% of relative unconfined compressive strength, 80% of index of resistance, below 14% of loss of weight with 12 cycle of wet-dry and above 1. 80g/cm$_2$ of dry density.

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