• Title/Summary/Keyword: 국부변형 손상

Search Result 46, Processing Time 0.021 seconds

Monitoring the Structural Behavior of Reinforced RC Slabs Using Optical Fiber-embedded CFRP Sheets (광섬유 매립 CFRP 시트를 활용한 RC 슬래브의 구조적 거동 모니터링 기술 개발)

  • Kim, Jaehwan;Jung, Kyu-San;Kim, Byeong-Cheol;Kim, Kun-Soo;Park, Ki-Tae
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.42 no.3
    • /
    • pp.311-322
    • /
    • 2022
  • This study performed 4-point flexural tests of reinforced concrete to which was attached a distributed optical fiber sheet and carbon fiber reinforced polymer (CFRP) sheets in order to assess the effect of the CFRP sheets and the applicability of a BOTDR sensor simultaneously. To evaluate the reinforcing effect, various degrees of CFRP sheet attachment were manufactured, and to evaluate the sensing ability, strains obtained from a BOTDR sensor were compared with strains measured from electric resistance strain gauges that were attached to the concrete surface. From the results, the reinforcing effects were evidently different according to the attachment type of the CFRP sheets, and it was confirmed that the main influencing factor on the reinforcing effect was the type of attachment rather than the attachment area. The reinforced concrete structural behavior was visualized with strains measured from the BOTDR sensor as load increased, and it was identified that load was concentrated in the CFRP reinforced area. Strains from the BOTDR sensor were similar to those from the electric resistance strain gauge; thereby a BOTDR sensor can be effective in the analysis of structural behaviorsof massive infrastructure. Finally, the strain from a BOTDR sensor was high where CFRP sheet fall-off occurs, and it would therefore be efficient to track local damage locations of CFRP sheets by utilizing a BOTDR sensor.

A Study on the Local Strength Structural Analysis for Steel Yacht (강선요트의 국부강도 구조해석에 관한 연구)

  • Park Joo-Shin;Ko Jae-Yong;Lee Jun-Kyo;Bae Dong-Kyun
    • Proceedings of KOSOMES biannual meeting
    • /
    • 2005.05a
    • /
    • pp.155-159
    • /
    • 2005
  • Analysis target ship is not introduced yet in domestic as steel yacht that is getting into the spotlight by leisure life in Australia or Japan. Sailing yacht or Yacht for leisure time made of FRP into controlling power fare mainly and the design and made of latest fishing boat and something of domestic is consisting mainly. To need investigated for concept is various kinds overall strength as that use mainly steel wire material structurally of steel yacht by small crafts about Longi strength, Transe strength portion even of design safety factor at subject to do Rule's allowable stress enough stable structure accomplish. But it is assessment of part intensity that become refer to most in small size ship.

  • PDF

Development of shock wave induced microparticle acceleration system based on laser ablation and its application on drug delivery (충격파를 이용한 레이저 어블레이션 기반의 마이크로 입자 가속 시스템 개발 및 약물전달 응용)

  • Choi, Ji-Hee;Gojani, Ardian B.;Lee, Hyun-Hee;Yoh, Jai-Ick
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.36 no.6
    • /
    • pp.587-593
    • /
    • 2008
  • Transdermal and topical drug delivery with minimal tissue damage has been an area of vigorous research for years. Our research team has initiated the development of an effective method for delivering drug particles across the skin (transdermal) for systemic circulation, and to localized (topical) areas. The device consists of a laser ablation based micro-particle acceleration system that can be integrated with endoscopic surgical techniques. We have successfully delivered 3μm size cobalt particles into gelatin models that represent soft tissue with remarkable penetration depth.

Collision Strength Analysis of Double Hull Tanker (이중선체(二重船體) 유조선(油槽船)의 충돌강도해석(衝突强度解析))

  • J.K. Paik;P.T. Pedersen
    • Journal of the Society of Naval Architects of Korea
    • /
    • v.32 no.1
    • /
    • pp.103-117
    • /
    • 1995
  • A design-oriented method for analysis of the structural damage due to ship collisions is developed by using the idealized structural unit method(ISUM). The method takes into account yielding, crushing, rupture, the coupling effects between local and global failure of the structure, the influence of strain-rate sensitivity and the gap/contact conditions. The method is verified by a comparison of experimetal and numerical results obtained from test models of double-skin plated structures in collision/grounding situations with the present solutions. As an illustrative example, the method has been used for analyses of a side collision of a double-hull tanker. Several factors affecting ship collision response. namely the collision speed and the scantlings/arrangements of strength members, are discussed.

  • PDF

Precision Force Control of Bare-chip Mounting System using Displacement and Force Sensors (거리센서 및 힘센서를 이용한 정밀 베어칩 장착시스템의 힘 제어)

  • Shim Jae-Hong;Cho Young- Im
    • Proceedings of the Korean Institute of Intelligent Systems Conference
    • /
    • 2005.11a
    • /
    • pp.515-518
    • /
    • 2005
  • 플립칩과 같은 정밀한 전자부품을 일반적인 표면실장방법에 의해 고속으로 장착 시킬 경우에는 칩의 표면이 PCB 실장면에 닿는 순간 접촉력(Contact Force)이 크게 발생한다. 과도한 접촉력에 의해 솔더 볼의 표면에 크랙이 가거나 솔더 볼이 변형되어 좁은 피치 내에서 인접해 있는 솔더 볼이 서로 붙는다든지, 또한 리드가 손상된다든지 하는 등과 같은 현상이 발생하여 표면 실장 불량의 원인이 될 가능성이 높아진다. 또한, 유연한 재질로 구성된 PCB 실장면에 과도한 힘을 가할 시에는 실장면의 국부적인 탄성변형이 발생하여 칩의 장착위치가 변경되어 정확한 위치에의 장착이 어렵게 된다. 따라서 CSP 나 플립 칩과 같은 고정도 칩을 고속으로 정확한 위치에 실장하기 위해서는 칩을 장착할 때 플립칩과 실장면의 자세를 평형상태로 제어할 필요가 있으며, 특히 발생하는 충격을 감소시키기 위한 충격 제어와 충돌 후 일정한 접촉력 유지를 할 수 있는 힘 제어가 필수적임을 알 수 있다. 따라서 본 논문에서는 상기와 같은 자세제어 및 힘제어를 요구하는 플립 칩 장착을 위한 엑츄에이터와 거리/힘 센서 시스템을 개발하였다. 제안된 시스템의 효율성을 입증하기 위해 다양한 환경에서 성능시험을 수행하였으며, 그 결과 제안된 시스템의 만족할 만한 실험결과를 보여주었다.

  • PDF

Tests on Failure of Steel Angles due to Very Low-Cycle Fatigue of Loading (극저사이클 재하하에서 앵글 강부재의 파괴실험)

  • Park, Yeon Soo;Kim, Sung Chil;Lim, Jung Soon
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.12 no.4_1
    • /
    • pp.23-32
    • /
    • 1992
  • The objective of this study is to identify the quantitative relationships among the important physical factors associated with failure of steel members under strong seismic excitations through very low-cycle fatigue tests. Very low-cycle fatigue is meant to be structural fatigue causing cracks and rupture in about 5~30 cycle ranges. The angle specimen was subjected to repeated axial Ioad after undergoing inelastic buckling. The test results reveal that the energy absorption capacities vary heavily with the history of loading and the failure mode. The maximum values of residual local strain at the initiation of a visible crack due to the very low-cycle fatigue were of the order of 25~40%, regardless of loading patterns, deflection modes, and width-to-thickness ratios.

  • PDF

Non-linear Analysis of Laminated Composite Plates with Multi-directional Stiffness Degradation (강성 저하된 적층복합판의 비선형 해석)

  • Han, Sung-Cheon;Park, Weon-Tae;Lee, Won-Hong
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.11 no.7
    • /
    • pp.2661-2669
    • /
    • 2010
  • In this study, a finite element formulation based first-order shear deformation theory is developed for non-linear behaviors of laminated composite plates containing matrix cracking. The multi-directional stiffness degradation is developed for adopting the stiffness variation induced from matrix cracking, which is proposed by Duan and Yao. The matrix cracking can be expressed in terms of the variation of material properties, such as Young's modulus, shear modulus and Possion ratio of plates, and sequently it is possible to predict the variation of the local stiffness. Using the assumed natural strain method, the present shell element generates neither membrane nor shear locking behavior. Numerical examples demonstrate that the present element behaves quite satisfactorily either for the linear or geometrical nonlinear analysis of laminated composite plates. The results of laminated composite plates with matrix cracking may be the benchmark test for the non-linear analysis of damaged laminated composite plates.

Fault Detection Method for Beam Structure Using Modified Laplacian and Natural Frequencies (수정 라플라시안 및 고유주파수를 이용한 보 구조물의 결함탐지기법)

  • Lee, Jong-Won
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.19 no.5
    • /
    • pp.611-617
    • /
    • 2018
  • The application of health monitoring, including a fault detection technique, is needed to secure the structural safety of large structures. A 2-step crack identification method for detecting the crack location and size of the beam structure is presented. First, a crack occurrence region was estimated using the modified Laplacian operator for the strain mode shape obtained from the distributed local strain data. The crack location and size were then identified based on the natural frequencies obtained from the acceleration data and the neural network technique for the pre-estimated crack occurrence region. The natural frequencies of a cracked beam were calculated based on an equivalent bending stiffness induced by the energy method, and used to generate the training patterns of the neural network. An experimental study was carried out on an aluminum cantilever beam to verify the present method for crack identification. Cracks were produced on the beam, and free vibration tests were performed. A crack occurrence region was estimated using the modified Laplacian operator for the strain mode shape, and the crack location and size were assessed using the natural frequencies and neural network technique. The identified crack occurrence region agrees well with the exact one, and the accuracy of the estimation results for the crack location and size could be enhanced considerably for 3 damage cases. The presented method could be applied effectively to the structural health monitoring of large structures.

Thermal-Structure Interaction Parallel Fire Analysis for Steel-Concrete Composite Structures under Bridge Exposed to Fire Loading (화재에 노출된 교량하부 강합성 구조물에 대한 열-구조 연성 병렬화재해석)

  • Yun, Sung-Hwan;Gil, Heungbae;Lee, Ilkeun;Kim, Wooseok;Park, Taehyo
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.26 no.4
    • /
    • pp.283-292
    • /
    • 2013
  • The objective of this research is to evaluate of global and local damage for steel-concrete composite structures under highway bridge exposed to fire loading. To enhance the accuracy and efficiency of the numerical analysis, the proposed transient nonlinear thermal structure interaction(TSI) parallel fire analysis method is implemented in ANSYS. To validate the TSI parallel fire analysis method, a comparison is made with the standard fire test results. The proposed TSI parallel fire analysis method is applied to fire damage analysis and performance evaluation for Buchen highway bridge. The result of analysis, temperature of low flange and web are exceed the critical temperature. The deflection and deformation state show good agreement with the fire accident of buchen highway bridge.

Numerical Homogenization in Concrete Materials Using Multi-Resolution Analysis (다중해상도해석을 이용한 콘크리트 재료의 수치적 동질화)

  • Rhee In-Kyu;Roh Young-Sook
    • Journal of the Korea Concrete Institute
    • /
    • v.17 no.6 s.90
    • /
    • pp.939-946
    • /
    • 2005
  • The stiffness properties of heterogeneous concrete materials and their degradation were investigated at different-levels of observations with aids of the opportunities and limitations of multi-resolution wavelet analysis. The successive Haw transformations lead to a recursive separation of the stiffness properties and the response into coarse-and fine-scale features. In the limit, this recursive process results in a homogenization parameter which is an average measure of stiffness and strain energy capacity at the coarse scale. The basic concept of multi-resolution analysis is illustrated with one and two-dimensional model problems of a two-phase particulate composite representative of the morphology of concrete materials. The computational studies include the meso-structural features of concrete in the form of a hi-material system of aggregate particles which are immersed in a hardened cement paste taking due to account of the mismatch of the two elastic constituents.