• Title/Summary/Keyword: 구조손상평가

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Fatigue Analysis to Determine the Repair Limit for the Damaged Fastener Hole of Aging Aircraft(P-3CK) (노후항공기(P-3CK) 패스너 홀 손상 수리 한계 설정을 위한 피로해석)

  • Kim, Young-Jin;Kim, Hyeung-Geun;Kim, Chang-Young;Chang, Joong-Jin;Lee, Mal-Young
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.41 no.12
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    • pp.959-966
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    • 2013
  • In this study, based on P-3CK project using aging aircraft without any design information, the structural assessments of fastener holes to repair the short edge distance defects are investigated. For this purpose, the nacelle longeron which has many defects is selected and then conservative stress is calculated by performing the static analysis of 1.5ED, 1.8ED, 2.0ED defects of longeron fastener holes. This result applies to TWIST standard load spectrum to generate flight load spectrum. Then the crack growth analysis is performed by using flight load spectrum. Through this, the validity of a repaired fastener hole is evaluated. Finally, the standard of repair and the period of maintenance for a defected fastener hole are established.

Flexural and Tensile Performance of Strain-Hardening Cement Composite with Synthetic Fibers (합성섬유를 사용한 변형경화형 시멘트 복합체의 휨 및 인장성능)

  • Kim, Sun-Woo;Lee, Min-Jung;Jang, Yong-Heon;Jang, Gwang-Soo;Song, Seon-Hwa;Yun, Hyun-Do
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.925-928
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    • 2008
  • Fiber is an important ingredient in strain-hardening cementitious composite (SHCC), which can control fracture of cementitious composite by bridging action. The properties of reinforcing fiber, as tensile strength, aspect ratio and elastic modulus, have great effect on the fracture behavior of SHCC. To apply SHCC to structural member, SHCC must have economical efficiency and workability as well as own excellent tensile performance. For these purposes, four-point bending and direct tensile tests on SHCC with only hybrid synthetic fibers, total fiber volume fraction, $V_f$, is 1.5%, are carried out. The research emphasis is on the mechanical properties of SHCC made in Polyvinyl alcohol (PVA) and Polyethylene (PE) fibers, and how this affects the composite property, and ultimately its strain-hardening performance. Also, effect of hybrid type and water-cement ratio on the behavior of SHCC was evaluated in this paper.

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Seismic Fragility Analysis of a FCM Bridge Considering Soil Properties (지반특성을 고려한 FCM 교량의 지진취약도 분석)

  • Kim, Jae-Cheon;Byeon, Ji-Seok;Shin, Soo-Bong
    • Journal of the Earthquake Engineering Society of Korea
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    • v.12 no.3
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    • pp.37-44
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    • 2008
  • This study investigates the influence of various soil properties on the seismic performance of a three-span FCM bridge. Piers that are vulnerable to seismic vibration are identified through numerical study of plastic hinges possibly occurring at the top and bottom of the piers. The fragility curve is obtained as a lognormal distribution function with respect to peak ground acceleration(PGA). The median and logarithmic standard deviation, which are two parameters of a lognormal distribution function, are estimated using the maximum likelihood method. In order to consider the different soil properties of each support, an equivalent spring based on the Korean Standard Specifications for Highway Bridges(KSSHB) is adopted in this study. For seismic fragility analysis, the rotational ductility demands of bridge piers are used as a damage index of the structure.

탄소와 질소 함량 변화에 따른 type 347 스테인리스강의 피로균열거동 연구

  • Min, Gi-Deuk;Kim, Dae-Hwan;Lee, Bong-Sang;Kim, Seon-Jin
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2009.05a
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    • pp.42.1-42.1
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    • 2009
  • 오스테나이트 스테인리스강은 우수한 내식성 및 기계적 특성으로 인해 구조용 재료로 널리 사용되고 있다. 표준원전 경수로의 경우 가압기 밀림관소재로 Nb 안정화 오스테나이트 스테인리스강인 type 347 스테인리스강이 사용되고 있다. 그러나 원전배관에서는 운전중 배관내 온도편차에 의한 열응역과 하중변화에 의한 기계적하중에 의해 피로손상을 받는다. 일반적으로 범용 오스테나이트 스테인리스강(AISI 304, 316)의 피로균열 성장거동에 대한 연구결과는 국내외적으로 다수 축적되어 있으나 type 347 탄소, 질소 함량에 따른 기계적 특성 및 피로균열성장 연구는 매우 미비하다. 따라서 본 연구에서는 탄소와 질소의 함량에 따른 기계적거동을 평가하고, 이에 따른 피로균열전파속도를 관찰하여 스테인리스강의 정확한 피로균열전파속도 곡선을 제시하고자 한다. 실험에 사용된 시편은 두께 5mm, 폭 25.4mm CT시편을 사용하였으며, 1mm의 예비균열을 주었다. 그리고 실험온도는 상온과 원전가동온도인 $316^{\circ}C$에서 실시하였으며, 주파수는 10Hz를 주었다. 실험결과 각 함량에 따른 type 347의 미세조직 관찰결과 기지내에 압연방향을 따라 조대한 석출물의 흐름이 관찰되었으며, 크기나 분포가 큰 차이를 보였다. C+N 함량이 낮은 시편은 주로 $0.1\;{\mu}m$ 이하의 미세한 입자들이 오스테나이트 기지조직의 입내와 입계에 고르게 분포되어 있었다. 그러나 C+N 함량이 높은 시편의 경우에는 $0.1\;{\mu}m$ 이하의 미세한 입자들과 함께 국부적으로 $1\sim10\;{\mu}m$의 조대한 입자들이 분포하고 있는 것이 관찰되었다. 그리고 질소의 함량이 높아짐에 따라 인장강도는 증가하였으며, 피로시험결과 고온에서 실험한 피로균열성장률 곡선이 상온보다 높게 나타남을 확인할 수 있었다. 그리고 질소가 적게 첨가되고 탄소의 함량이 많을수록 피로균열성장률은 ASME 곡선보다 낮게 나타났다.

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Properties of Advanced Synthetic Fiber Reinforced Concrete for Improvement of Tunnel Shotcrete Performance (터널 숏크리트 성능 향상을 위한 고기능성 합성섬유 보강 콘크리트의 물성 평가)

  • Jeon, Chanki;Jeon, Joongkyu
    • Journal of the Society of Disaster Information
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    • v.7 no.1
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    • pp.43-50
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    • 2011
  • The Application of Steel Fiber Shotcrete in tunneling construction has become part of tunneling practice at least since the 1970s because of its high bending and tensile properties. Over the past 3 decades, researcher from all over the world have been significantly developing the associated technologies for improved performance of SFRS. But still it has some major drawbacks in terms of durability, damage of pumping hose, wastage due to rebound concrete, corrosion and it costs high. To overcome this situation researcher has to look for some alternative material. Therefore, this part study deals with the three types of fiber in order to find good alternative for steel fiber. Polyamide and Polypropylene fiber were used in this study with 0.6, 0.5% mixing ratio. To evaluate its fresh and harden properties air content, slump, compressive, split tensile and bending strength were measured. After comparing the results of all three types of fiber reinforced concrete with its different mixing proportion this study propose that polyamide fiber with addition ratio of 0.6 % for field use.

Pulse Inductively Coupled Plasma를 이용한 Through Silicon Via (TSV) 형성 연구

  • Lee, Seung-Hwan;Im, Yeong-Dae;Yu, Won-Jong;Jeong, O-Jin;Kim, Sang-Cheol;Lee, Han-Chun
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2008.11a
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    • pp.18-18
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    • 2008
  • 3차원 패키징 System In Package (SIP)구조에서 Chip to Chip 단위 Interconnection 역할을 하는 Through Silicon Via(TSV)를 형성하기 위하여 Pulsating RF bias가 장착된 Inductively Coupled Plasma Etcher 장비를 이용하였다. 이 Pulsating 플라즈마 공정 방법은 주기적인 펄스($50{\sim}500Hz$)와 듀티($20{\sim}99%$) cycle 조절이 가능하며, 플라즈마 에칭특성에 영향을 주는 플라즈마즈마 발생 On/Off타임을 조절할 수 있다. 예를 들면, 플라즈마 발생 Off일 경우에는 이온(SFx+, O+)과 래디컬(SF*, F*, O*)의 농도 및 활성도를 급격하게 줄이는 효과를 얻을 수가 있는데, 이러한 효과는 식각 에칭시, 이온폭격의 손상을 급격하게 줄일 수 있으며, 실리콘 표면과 래디컬의 화학적 반응을 조절하여 에칭 측벽 식각 보호막 (SiOxFy : Silicon- Oxy- Fluoride)을 형성하는데 영향을 미친다. 그리고, TSV 형성에 있어서 큰 문제점으로 지적되고 있는 언더컷과 수평에칭 (Horizontal etching)을 개선하기 위한 방법으로, Black-Siphenomenon을 이번 실험에 적용하였다. 이 Black-Si phenomenon은 Bare Si샘플을 이용하여, 언더컷(Undercut) 및 수평 에칭 (Horizontal etching)이 최소화 되는 공정 조건을 간편하게 평가 할 수 있는 방법으로써, 에칭 조건 및 비율을 최적화하는 데 효율적이었다. 결과적으로, Pulsating RF bias가 장착된 Inductively Coupled Plasma Etcher 장비를 이용한 에칭실험은 펄스 주파수($50{\sim}500Hz$)와 듀티($20{\sim}99%$) cycle 조절이 가능하여, 이온(SFx+, O+)과 래디컬(SF*, F*, O*)의 농도와 활성화를 조절 하는데 효과적이었으며, Through Silicon Via (TSV)를 형성 하는데 있어서 Black-Si phenomenon 적용은 기존의 Continuous 플라즈마 식각 결과보다 향상된 에칭 조건 및 에칭 프로파일 결과를 얻는데 효과적이었다.

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Arthroscopic Management of Septic Coxitis (화농성 고관절염의 관절경적 처치)

  • Moon, Young-Lae;Lee, Sang-Hang;Cho, Sam-Ho
    • Journal of the Korean Arthroscopy Society
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    • v.4 no.2
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    • pp.144-147
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    • 2000
  • Purpose : The purpose of this study is to evaluate the usefulness of arthroscopy in the management of septic coxitis in adults. Materials and Methods : The subjects were 9 patients ranging from 46 to 61 years of age. All patients were diagnosed to have septic coxitis by arthrocentesis and laboratory tests. Operative arthroscopy of the hip has been performed on the patients under supine position. All patients had a follow-up period of more than 12 months by checking ESR and CRP, and by evaluating the function with Harris hip scoring system. Results : The laboratory abnormalities returned to normal level in average of 11.9 days after the surgery. Twelve months after the surgery, all patients showed normal functional hip without any discomfort. Conclusion : Arthroscopic debridement and irrigation technique seem to have more advantages than open drainage in the management of septic coxitis minimizing the morbidity of the hip joint, while it obtains the same results as open technique.

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Evaluation of Crack Monitoring Field Application of Self-healing Concrete Water Tank Using Image Processing Techniques (이미지 처리 기법을 이용한 자기치유 콘크리트 수조의 균열 모니터링 현장적용 평가)

  • Sang-Hyuk, Oh;Dae-Joong, Moon
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.4
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    • pp.593-599
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    • 2022
  • In this study, a crack monitoring system capable of detecting cracks based on image processing techniques was developed to effectively check cracks, which are the main damage of concrete structures, and a program capable of imaging and analyzing cracks was developed using machine vision. This system provides objective and quantitative data by replacing the appearance inspection that checks cracks with the naked eye. The verification of the development system was applied to the construction site of a self-healing concrete water tank to monitor the crack and the amount of change in the crack width according to age. In the case of crack width detected by image analysis, the difference from the measured value using a digital microscope was up to 0.036 mm, and the crack healing effect of self-healing concrete could be confirmed through the reduction of crack width.

Optimal Coating Materials and Methods to Enhance Interfacial Bonding with Steel Pipes in Marine Environments (해양 환경 노출 코팅 강관의 부착성능 확보를 위한 최적 코팅 및 공법연구)

  • Myung Kue Lee;Dongchan Kim;Min Ook Kim
    • Composites Research
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    • v.37 no.4
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    • pp.265-274
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    • 2024
  • This study reviews previous research on various coating materials and methods designed to improve the adhesion and durability of steel pipes exposed to real-world marine environments, with the goal of identifying optimal solutions. The results concerning the adhesion and corrosion resistance of the pipes were categorized and analyzed based on exposure tests in extreme marine conditions to evaluate their stability. Furthermore, a detailed microstructural analysis of the coatings applied to the pipes was performed to assess surface damage, including peeling and delamination. The findings confirmed that coatings effectively prevent corrosion and provide sufficient adhesion and durability. Based on these results, we have proposed suitable coating materials, types, and application methods for steel pipes used in marine environments and offered recommendations for future exposure tests.

Evaluation of Beam Behavior with External Bonded L-type GFRP Plate through bending Test (L형 GFRP 외부부착 보강된 보의 휨 실험을 통한 보강 거동분석)

  • Jeong, Yeong-Seok;Kwon, Min-Ho;Kim, Jin-Sup;Nam, Gwang-sik
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.11
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    • pp.86-93
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    • 2020
  • The demand for maintenance in Korea infrastructure facilities constructed since the 1970s has increased significantly compared to the demand for new construction. Moreover, after the Gyeongju and Pohang earthquakes, seismic performance evaluation, repair, and retrofitting projects have been carried out. Therefore, in this study, a specimen was designed following the L-type GFRP Plate Externally Bonded Retrofit method, one among other retrofit methods. The L-type GFRP Plate was bonded to the specimen by epoxy and a washered steel nail. A four-point bending test was performed to confirm the strengthening effect of the Externally Bonded Retrofit method using an L-type GFRP Plate. The strengthening effect of the L-type GFRP plate was proven experimentally, and the behavior of the beam designed following the L-type GFRP Plate Externally Bonded Retrofit method was evaluated according to Korea's "Design Manual & Specification for Strengthening of RC Structures by Advanced Composites System". Furthermore, the effectiveness of the bonding method, a combination of epoxy and washered steel nail, was also checked. The results showed that the design, according to the guidelines mentioned above, predicted the strength of the member well, but the failure mode did not satisfy the design assumption because of unexpected damage to the GFRP plate due to the fixing method, washered steel nail.