• 제목/요약/키워드: Crack reduction

검색결과 431건 처리시간 0.032초

이중 버블시트를 이용한 단열양생공법의 한중시공 적용 사례 (Application of Insulation Curing Method with Double Bubble Sheets Subjected to Cold Weather)

  • 홍석민;이충섭;김종;전충근;한민철;한천구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.1001-1004
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    • 2008
  • 본 연구는 한중환경에서 이중 버블시트를 이용한 단열보온 양생 공법을 슬래브 및 매스 콘크리트에 활용한 결과를 검토한 것이다. 먼저, 이중 버블시트를 적용한 경우 타설 후 2일까지 외기온이 영하$9^{\circ}C$까지 강하하는 경우에도 슬래브콘크리트는 영상 $6^{\circ}C$에서 $10^{\circ}C$이상을 유지하여 초기동해가 방지됨을 알 수 있었고, 매스콘크리트의 경우에는 중심부 최고온도와 표층부 최고온도차이가 $6^{\circ}C$이하로 나타나 내부구속에 의한 수화열 균열은 발생하지 않은 것으로 판단된다. 본 현장에 적용된 이중버블시트를 이용한 단열보온양생 공법은 동절기 영하에서도 안정된 양생온도 관리로 초기동해를 방지할 수 있었고, 소요강도를 확보할 수 있었다. 또한, 가시설의 설치 해체 공정을 줄여 공기단축 효과와 인건비절감등 양생비용의 감소로써 한중콘크리트의 품질확보에 우수한 효과가 있음과 동시에 단열 양생공법의 경제성이 입증되었다.

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최소철근량 이하로 보강된 강섬유보강 보의 휨성능 고찰 (A Study on the Flexural Performance of Steel Fiber-Reinforced Beams lightly Reinforced Below the Minimum Steel Reinforcement)

  • 강덕만;박용걸;문도영
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권3호
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    • pp.35-44
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    • 2017
  • 본 연구에서는 국내 콘크리트구조기준(2012)에서 규정하고 있는 최소철근량 이하로 보강된 보에 강섬유를 혼입한 강섬유보강철근콘크리트보의 휨파괴 실험을 수행하였다. 실험변수는 철근비와 강섬유의 혼입량으로 하였다. 철근보강비는 최소철근량의 44%, 66%, 78%와 100%로 하였으며, 강섬유의 혼입량은 0.25%, 0.50%, 0.75% 및 1.00%이다. 실험결과, 강섬유는 균열저항성능을 크게 개선시키는 것으로 확인되었다. 또한, 하중저항성능의 관점에서 강섬유는 항복하중의 증가에 기여하지만 극한하중의 증가에는 거의 기여하지 못하는 것을 확인하였다. 강섬유로 인한 항복하중의 증가량은 철근 감소로 인한 항복하중의 감소량에 비하여 미미한 것으로 나타났다. 최소철근보에서 강섬유의 사용은 오히려 연성을 크게 감소시키는 것으로 확인되었다. 따라서 최소철근 휨부재에 강섬유를 사용하기 위해서는 연성도 확보를 위하여 철근비를 증가시켜야 하는 것으로 확인되었다.

Behavior of reinforced lightweight aggregate concrete hollow-core slabs

  • Al-Azzawi, Adel A.;Al-Aziz, Basma M. Abdul
    • Computers and Concrete
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    • 제21권2호
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    • pp.117-126
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    • 2018
  • This research investigate the behavior of reinforced normal and lightweight aggregate concrete hollow core slabs with different core shapes, shear span to effective depth (a/d). The experimental work includes testing seven reinforced concrete slabs under two vertical line loads. The dimensions of slab specimens were (1.1 m) length, (0.6 m) width and (0.12 m) thickness. The maximum reduction in weight due to aggregate type was (19.28%) and due to cross section (square and circular) cores was (17.37 and 13.64%) respectively. The test results showed that the decrease of shear span to effective depth ratio from 2.9 to 1.9 for lightweight aggregate solid slab cause an increase in ultimate load by (29.06%) and increase in the deflection value at ultimate load or the ultimate deflection by (17.79%). The use of lightweight aggregate concrete in casting solid slabs give a reduction in weight by (19.28%) and in the first cracking and ultimate loads by (16.37%) and (5%) respectively for constant (a/d=2.9).The use of lightweight aggregate concrete in casting hollow circular core slabs with constant (a/d=2.9) (reduction in weight 32.92%) decrease the cracking and ultimate loads by (12%) and (5.18%) respectively with respect to the solid slab. These slab specimens were analyzed numerically by using the finite element computer program ANSYS. Good agreements in terms of behavior, cracking load (load at first visible crack) and ultimate load (maximum value of testing load) was obtained between finite element analysis and experimental test results.

Effect of the composite patch beveling on the reduction of stresses in 2024-T3 Aluminum structure damaged and repaired by composite, hybrid patch repair

  • Belhoucine, A.;Madani, K.
    • Structural Engineering and Mechanics
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    • 제82권1호
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    • pp.17-30
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    • 2022
  • The use of composite patches for the reduction of stresses at the level of the damaged zone in aeronautical structures has experienced rapid expansion given its advantages over conventional mechanical processes (riveting, bolting, etc.). Initially, The research axes in this field were aimed at choosing suitable mechanical properties for the composite and the adhesive, then to optimize the shape of the composite patch in order to ensure good load transfer and avoid having a debonding at the level of the edges essentially for the case of a repair by single side where the bending moment is present due to the non-symmetry of the structure. Our work falls within this context; the objective is to analyze by the finite element method the fracture behavior of a damaged plate repaired by composite patch. Stress reduction at the edge is accomplished by creating a variable angle chamfer on the composite patch. The effects of the crack length, the laminate sequence and the nature of the patch as well as the use of a hybrid patch were investigated. The results show clearly that a beveled patch reduces the stress concentrations in the damaged area and even at its edges. The hybrid patch also ensures good durability of the repair by optimizing its stacking sequence and the location of the different layers according to the fibers orientations.

중공 튜브 성형을 위한 만네스만 천공기의 개발 및 유한요소법을 이용한 공정변수 설계 (Development of Rotary Tube Piercing Machine and Parametric Study on Design Variables using Finite Element Analysis)

  • 이형욱;이근안;김응주;최석우;장병록
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2007년도 춘계학술대회 논문집
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    • pp.364-367
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    • 2007
  • Typical seamless tube production methods are an extrusion and a rotary tube piercing. The rotary piercing process is more competitive than the extrusion process form view point of productivity, quality, and flexibility. It consists of twin rolling mills, a pair of disc or flat guides, and a plug. Twin rolling mills are skewed with proper angles in two directions. A round billet is progressively fed forward and rotated due to the rotation of twin rolling mills. Internal crack initiation and growth at central area of the billet are gradually progress because of the repeating actions of tension and rotation. Design variables in the rotary piercing rolling process are the feed angle, the cross angle, the reduction ratio, and the position of plug. In this work, a rotary tube piercing machine was developed and parametric studies on design variables were carried out using finite element analysis. The Brozzo ductile fracture criterion was utilized to determine an internal crack initiation.

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차륜에 대한 열손상 평가 (Evaluation of Thermal Dmage for Railway Weel)

  • 권석진;서정원;이동형;김영규;김재철
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.966-970
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    • 2011
  • The thermo-mechanical interaction between brake block and wheel tread during braking has been found to cause thermal crack on the wheel tread. Due to thermal expansion of the rim material, the thermal cracks will protrude from the wheel tread and be more exposed to wear during the wheel/block contact than the rest of the tread surface. The wheel rim is in residual compression stress when is new. After service running, the region in the tread has reversed to tension. This condition can lead to the formation and growth of thermal cracks in the rim which can ultimately lead to premature failure of wheel. In the present paper, the thermal cracks of railway wheel, one of severe damages on the wheel tread, were evaluated to understand the safety of railway wheel in running condition. The residual stresses for damaged wheel which are applied to tread brake are investigated. Mainly X-ray diffusion method is used. Under the condition of concurrent loading of continuous rolling contact with rails and cyclic frictional heat from brake blocks, the reduction of residual stress is found to correlate well with the thermal crack initiation.

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SM 30 C강의 중공 중실축 단면변화 부식피로강도에 미치는 영향 (The influence of the hollow and solid shaft cross sectionof SM 30 C steel on corrosion fatigue strength)

  • 신규동;장백선;김웅집
    • 한국해양공학회지
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    • 제11권2호
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    • pp.28-38
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    • 1997
  • The corrosion fatigue test was conducted in air to investigate the corrosion fatigue strength of SM 30 C steel by which was corroded in the under sea and surface in the conditions of 3.0% NaCl salt solution. The fatigue tests were carried out on a rotary bending testing machine of cantilever type. The corrosion effect of the sea surface conditionwas served more than that of the under sea condition which was due ti the periodic contact of air thus accelerate the corrosion. The difference of the fatgue strength between sea surface and under sea conditions decreased with increase of stree level and corroded period. Inthe case of the solid shaft and thickness 2mm of hollow shaft, the difference of corrosion fatigue strength decreased as stress level and corrosion periodic increasing. Onthe contrary in the case of thickness 1mm of hollow sgaft, the difference of it increased as stress level, corrosionn periooodic increasing and also the condition of corrosion chaanged. The main factors affecting the degradation of fatigue strength due to corrosion were the reduction of sectional area and the increase of surface roughness. The interference phenomenon increase with stress level got higher.

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인공치아용 세라믹 임플란트 상부구조물의 반복하중 피로특성 (Hertzian contact fatigue of dental ceramic implant abutment)

  • 이득용
    • 한국결정성장학회지
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    • 제14권5호
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    • pp.199-203
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    • 2004
  • 유사구강 분위기인 인공타액 조건하에서 인공치아용 상부구조물 재료 중 하나인 3Y-TZP를 500~3000 N의 하중 조건으로 $10^6$ 횟수까지 헤르찌안 반복하중을 가하여 그 피로특성을 압입손상과 강도저하현상으로 관찰하였다. 500 N의 하중에서 $5\times10^5$ 반복 횟수까지 피로실험결과, 강도저하 및 균열현상은 관찰되지는 않았지만 반복하중 값이 증가함에 따라 링 균열에서 방사상 균열로 전이되었을 때 급격한 강도 저하현상이 관찰되었다. 또한 강도 저하 현상은 유사 구강분위기하에서 반복 하중 접촉시 발생한 균열을 통해 침투한 인공타액의 화학적 침식으로 가속화 되었다.

복합재료의 열-음향방출거동에 있어서의 카이저 효과 (Kaiser Effects in Thermo-Acoustic Emission Behavior of Composites)

  • 김영복;최낙삼
    • Composites Research
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    • 제14권5호
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    • pp.38-45
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    • 2001
  • 복합적층판에 반복 열부하사이클을 부여하여 열-음향방출(thermo-AE)신호의 카이저효과Kaiser effects)를 정량적으로 분석하고 이 거동을 음향방출의 발생원인과 관련시켜 해명하였다. 열부하사이클을 반복함에 따라 음향 방출의 총 링다운 카운트수 및 진폭이 급격히 감소하는 카이저 효과를 나타냈다. 이 카이저 효과는 총 링다운 카운트 수의 지수함수로 표현되었다. 열부하 사이클 시에 발생하는 AE는 균열진전에 의만 것이 아니라, 굴곡진 균열면간의 접촉에 의만 마모 및 2차적 미세손상의 발생과 관련되며, 2차 이후의 열부하 사이클 시에는 균열면간의 마찰적 미끄러짐으로 보다 약한 AE가 적은 사상수로 발생했던 것으로 추정되었다 이러한 열-음향방출 거동은 시험편의 종류 및 열부하 시의 최고온도에 따라 다른 특성을 보였다

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온도균열 저감공법을 복합사용한 매스콘크리트의 현장적용 (Field Application of the Mass Concrete Utilizing Combined Method for Temperature Crack Reduction)

  • 한상윤;이충섭;백대현;장덕배;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2010년도 춘계 학술논문 발표대회 1부
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    • pp.37-39
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    • 2010
  • In this study, with new office construction site of S Construction company as subject, to solve all the problems according to reduced hydration heat and temperature crack of mass concrete used mat foundation and placing time difference, low heat combination of coarse particle cement and fly-ash and setting time difference applied AE water reducing agent, and to prevent the early frost damage caused by low outdoor temperature, a heat insulation method using double bubble sheet was conducted. As a result, it was found that hydration heat and setting time difference was reduced by applying a low heat combination and setting time difference construction method, and that the high insulation capability of the double bubble sheet was able to not only prevent the early frost damage but also reduce temperature difference between the central part and the upper part of mass concrete.

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