• 제목/요약/키워드: strengthening

검색결과 5,205건 처리시간 0.034초

Strengthening Effect of R/C Beams with different Strengthening Level

  • Park, Sang-Yeol;Park, Jeong-Won;Min, Chang-Shik
    • KCI Concrete Journal
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    • 제12권1호
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    • pp.113-120
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    • 2000
  • This paper presents the behavior and strengthening effect of reinforced concrete rectangular beams strengthened using CFRP sheets with different strengthening level. In general, normally strengthened beams are failed by interfacial shear failure (delamination) within concrete, instead of by tensile failure of the CFRP sheets. The delamination occurred suddenly and the concrete cover cracked vertically by flexure was spalled off due to the release energy. The strengthened beams were stiffer than the control beam before and after reinforcement yielding. The ultimate load considerably increased with an increase of strengthening level, while the ultimate deflection significantly decreased. The tensile force of CFRP sheets and average shear stress of concrete at delamination failure were curvilinearly proportional to the strengthening level. Therefore, the increment of ultimate load obtained by strengthening was curvilinearly proportional to the strengthening level. The averaged horizontal shear stress of concrete at the interface ranges between (equation omitted) and (equation omitted) (in kg/$\textrm{cm}^2$) depending on strengthening level.

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Repair, retrofitting and rehabilitation techniques for strengthening of reinforced concrete beams - A review

  • Ganesh, P.;Murthy, A. Ramachandra
    • Advances in concrete construction
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    • 제8권2호
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    • pp.101-117
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    • 2019
  • Structural strengthening of reinforced concrete (RC) beams is becoming essential to meet the up-gradation of existing structures due to the infrastructure development. Strengthening is also essential for damaged structural element due to the adverse environmental condition and other distressing factors. This article reviews the state of the field on repair, retrofitting and rehabilitation techniques for the strengthening of RC beams. Strengthening of RC beams using various promising techniques such as externally bonded steel plates, concrete jacketing, fibre reinforced laminates or sheets, external prestressing/external bar reinforcement technique and ultra-high performance concrete overlay have been extensively investigated for the past four decades. The primary objective of this article is to discuss investigations on various strengthening techniques over the years. Various parameters that have been discussed include the flexural capacity, shear strength, failure modes of various strengthening techniques and advances in techniques over the years. Firstly, background information on strengthening, including repair, retrofitting, and rehabilitation of RC beams is provided. Secondly, the existing strengthening techniques for reinforced concrete beams are discussed. Finally, the relative comparisons and limitations in the existing techniques are presented.

티타니아 세라믹 熔射皮膜의 强度向上에 관한 硏究 (A Study on the strengthening of titania ceramic coating layer on the steel substrate)

  • 김영식
    • Journal of Welding and Joining
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    • 제10권4호
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    • pp.181-189
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    • 1992
  • The purpose of this investigation is to examine the effects of the strengthening treatments on the mechanical properties of the flame-sprayed titania ceramic coating layer. The strengthening treatments for flame sprayed specimens were carried out in 12 different conditions in vaccum furance. The mechanical properties such as microhardness, thermal shock resistance, adhesive strength and erosion resistance were tested for the sprayed specimens after strengthening treatments. And it was clear that the mechanical properties of coating layer were much improved by the strengthening treatments. The results obtained are summarized as follows; 1. It was shown that the metallurgical bond was formed between substrate and coating layer by the strengthening treatments and that thermal shock resistance and adhesive strength were remarkably raised. 2. Microhardness of coating lay was considerably increased by the strengthening treatments. 3. Erosion resistance and porosity of coating layer were slightly improved by the strengthening treatments.

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벨크로를 이용한 FRP 플레이트 보강공법의 시공공법 개선 (Construction Method Improvement of the FRP-plate Strengthening Method using the Velcro)

  • 홍건호
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권6호
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    • pp.225-232
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    • 2008
  • 본 논문에서는 FRP 보강재의 부착방식에 따른 RC보의 휨보강 성능평가에 대하여 연구하였다. 기존의 FRP 휨보강공법은 보강재의 형태에 따라 크게 FRP 쉬트 보강공법과 FRP 플레이트 보강공법으로 분류될 수 있으며, 각 공법은 에폭시의 양생기간동안 쉬트의 들뜸이 발생하지 않도록 주의해야하거나, 앵커설치 등 시공이 복잡하며, 인력이 많이 소요되는 단점이 있다. 이러한 문제점을 개선하기 위하여 본 논문에서는 Velcro형 고정재를 사용하여 FRP 플레이트를 임시 고정하는 보강공법을 제안하였고, 이에 대한 휨보강 성능평가 실험을 실시하였다. 실험은 FRP보강재의 부착방식을 변수로 하여 총 4개 실험체에 대하여 수행하였다. 실험결과 벨크로형 FRP판 보강공법은 타 공법에 비하여 우수한 시공성을 가짐과 동시에 휨내력이나 연성도 면에서도 우수한 보강성능을 확보하고 있는 것으로 나타났다.

사전균열이 발생한 철근콘크리트 보의 외적 포스트텐셔닝 전단보강에서 보강깊이의 효과 (Strengthening Depth Effect in Externally Post-tensioning Shear Strengthening of Pre-cracked Reinforced Concrete Beam)

  • 이수헌;신경재;이희두
    • 대한건축학회논문집:구조계
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    • 제34권11호
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    • pp.19-26
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    • 2018
  • This paper presents the shear strengthening effect of externally post-tensioning (EPT) method using high-strength steel rod in pre-cracked reinforced concrete (RC) beams. Three- and four-point bending tests were performed on a total of 8 specimens by adjusting the strengthening depths in the deviator position of EPT. The effective strengthening depths were 435, 535, and 610 mm. The pre-loading up to about 2/3 of ultimate load capacity measured in unstrengthened RC beam were applied in the beam to be post-tensioned. The EPT method was then applied to the pre-damaged RC beams and re-loading was added until the end of the test. EPT restored deflections of 3 mm or more, which account for about 40% of deflection when the pre-loading was applied. The shear strengthening increases more than 3 times and 36~107% in terms of the stiffness and load-carrying capacity compared to unstrengthening RC beams. The increased load-carrying capacities of the post-tensioned beam with strengthening depths of 435 and 535 mm are almost the same as 36~61%, and those of 610 mm are 84~107%, which shows the greatest shear strengthening effect.

보강재의 탈락 방지 방안 연구 (A Study on Prevent Delamination of Strengthening Material)

  • 한만엽;백승덕
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표대회 논문집(III)
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    • pp.809-814
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    • 1998
  • Recently many cases that using strengthening method with a steel plate or carbon-fiber sheet in a construction field are increasing. In this reason, it is demanded that developing a plan of preventing delamination of strengthening material. So in this research, for the case of strengthening method of steel plate, it is made use of notch and anchor bolt and for the case of carbon fiber sheet, it is made use of notch, anchor bolt, line anchor and shear strengthening. After all the cases were applied, we made 15 specimen beams. The beams was measured and analyzed about the behavior property of strengthened beams, the ability strengthening method, the relation between load and the shape of failure, the crack load, the yield load, the shape of crack pattern, the increasing rate from yield load and maximum load and the strain of rebar. All the strengthening methods results in almost same value until the yield load, and it wasn't quite different from the theoretical value. But for the case of increasing rate from the yield load and maximum load, comparing with the existing method, the new strengthening methods are proved to be profitable about the safety.

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정상 성인에 있어 배부근 스트레칭 운동과 복부근력강화 운동이 척주 유연성에 미치는 영향 (The Effects of Back Muscle Stretching and Abdominal Muscle Strengthening Exercises on the Flexibility of Spinal Column of Normal Adults)

  • 공원태
    • 대한정형도수물리치료학회지
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    • 제12권1호
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    • pp.1-15
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    • 2006
  • Purpose: The purpose of this study was to evaluate the effects of abdominal muscle strengthening exercises and back muscle stretching on the flexibility of spinal column. Methods: The subjects were consisted of healthy adults ( 28 of females, 32 males; mean aged 21.6) from 18 to 29. All subjects randomly assigned to the control group, back muscle stretching group, abdominal muscle strengthening exercises group. back muscle stretching group received back muscles stretching for 20 minutes, abdominal muscle strengthening exercises group received abdominal muscle strengthening exercises for 30 minutes per day and 3 times a week during 3 week period. Spine motion analyzer (Spinal Mouse) was used to measure the flexibility of spinal column. All measurement of each subjects were measured at pre-experiment, after 10 days, and after 21 days. Results: The results of this study were summarized below 1. The sacral tilt angle of the hip joint of control group, back muscle stretching group, abdominal strengthening exercises group was no significantly differences at pre-experiment and after 10 days(p>0.5), but differency of each group occurred at after 21 days(p<0.5). the sacral tilt angle significantly increased at the back muscle stretching group, abdominal muscle strengthening exercises group, rather than the control group. 2. The thoracic vertebral tilt angle of the control group, back muscle stretching group, abdominal muscle strengthening exercises group was no significantly differences at pre-experiment, after 10 days, after 21 days(p>0.5). 3. The lumbar vertebral tilt angle of the control group, back muscle stretching group, abdominal muscle strengthening exercises group was no significantly differences at pre-experiment, after 10 days, after 21 days(p>0.5). 4. The spinal tilt angle of control group, back muscle stretching group, abdominal muscle strengthening exercises group was no significantly differences at pre-experiment and after 10 days(p>0.5), but differency of each group occurred at after 21 days(p<0.5). the spinal tilt angle significantly increased at the back muscle stretching group, abdominal muscle strengthening exercises group, rather than the control group(p<0.5). 5. The length of the spinal column of control group, back muscle stretching group, abdominal muscle strengthening exercises group was no significantly differences at pre-experiment and after 10 days (p>0.5), but differency of each group occurred at after 21 days(p<0.5). the length of the spinal column significantly increased at the back muscle stretching group, abdominal muscle strengthening exercises group, rather than the control group(p<0.5). Conclusion: these data suggests that 3-week abdominal muscle strengthening exercises and back muscle stretching improved the flexibility of sacrum, spinal column, and also improved spinal column lengthening. Additional randomized controlled trials to more fully investigate treatment effects and factors that may mediate these effects are needed.

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Carbon FRP Grid로 휨 보강한 철근콘크리트 슬래브의 파괴형태와 설계기준 (Failure Mode and Design Guideline for Reinforced Concrete Slab Strengthened Using Carbon FRP Grid)

  • 박상렬;최현
    • 콘크리트학회논문집
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    • 제16권5호
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    • pp.667-675
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    • 2004
  • 본 논문은 CFRP 격자 보강재로 보강한 콘크리트 슬래브의 파괴형태와 보강설계기준에 대한 연구이다. 실험 연구에서 채택한 시험변수로는 CFRP 격자 보강재의 양, 보강 모르타르의 깊이, 앵커핀의 유무, 압축부 보강 등이다. 연구에 의하면 CFRP 격자 섬유 보강량에 따라 파괴형태가 다르게 나타났는데 낮은 보강수준에서는 FRP 격자의 인장 파단파괴를 보였고 보통의 보강정도에서는 격자층 계면전단파괴가 발생하였다. 높은 보강량을 가진 슬래브에서는 사인장전단파괴 형태를 나타냈다. 보강 효과는 FRP 격자 보강재의 양이 증가할수록 증대하였으나 취성 전단파괴에 의해 연성은 감소되었다. 따라서 FRP 격자 보강량을 제한함으로써 갑자기 하중 지지력을 상실하는 전단파괴를 피할 수 있다. 파괴형태 중 CFRP 파단파괴가 바람직한데 그 이유는 섬유파단 후에도 극한상태에서 보강 전 슬래브의 하중지지력과 연성을 가지고 있기 때문이다. 마지막으로 본 논문은 CFRP 격자섬유보강설계기준과 과정을 제시하고 있다.

강도설계법으로 산정된 탄소섬유시트 보강 철근콘크리트 보의 공칭 휨모멘트 (Determination of Nominal Moment of Strengthening Beam with Carbon Fiber Sheets Using Strength Method)

  • 조백순;정진환;김성도;박대효;이우철
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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    • pp.593-598
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    • 2002
  • Routinely, strength method for the determination of the nominal moment of reinforced concrete beam is assumed to also be suitable for strengthening beams with carbon fiber sheets since typically strengthening beams compromise 98% by volume of reinforced concrete. Flexural capacity of strengthening beam is absolutely dependent upon the type of reinforcement materials, amount of reinforcement, anchoring system, adhesion capacity between reinforcement material and concrete. Therefore, it might be incorrect to use strength method for analysis and design of strengthening beam without considering the differences in the load-deflection curves, mechanism of failure, state of stress distribution, failure strain of the reinforcement. An flexural analysis based on force equilibrium and strain comparability has been developed for strengthening beam. Systematic experimental investigations are compared with analytical results. Then, the adaptation of strength method for strengthening beam have also been discussed.

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노치를 이용한 보강재의 부착력 증가 방안에 관한 연구 (A Study to Improve Bonding Strength with Notch in Strengthening Plate)

  • 한만엽;송병표
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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    • pp.647-652
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    • 1998
  • Recently, many strengthening methods are developed and used to rehabilitate existing structure. One of the popualr methods is the strengthening with steel plate. But steel plate have a defect that is a debondig at the end of the steel plate due to stress concentration. The objective of this paper is an experimental study for improving bonding properties of a strengthening plate. The two normally reinforced beams and ten strengthened beams steel plate, which has various notches were tested. The test results show that the notches of strengthening plate improve post-yield behavior significantly compared. It is proved that the notch in a strengthening plate increase of ulimate strength after the yield strength 9% more than ordinary strengthening method.

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