• Title/Summary/Keyword: flexible deformation

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Behavior of Flexible Pipes with the Accelerated Flowable Backfill Materials Using Surplus Soil for Underground Power Utilities (굴착잔토를 재활용한 지중 전력케이블 유동성 뒷채움재 이용시 지중연성관의 거동특성)

  • Oh, Gidae;Kim, Daehong;Lee, Daesu;Kim, Kyoungyul;Hong, Sungyun
    • Journal of the Korean GEO-environmental Society
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    • v.10 no.7
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    • pp.33-41
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    • 2009
  • In the case of underground power utilities pipe such as circular pipe, the most difficult problem is low compaction efficiency of the bottom of pipe inducing the failure of utilities. To overcome this problem, various studies have been performed and one of these is CLSM (controlled low strength materials) accelerated flow ability. CLSM has already been stage of commercial use in the foreign countries led by power company. In this study, we estimated the behavior of flexible pipe with flowable backfill materials and sand to compare on the DB24 load. The results showed that the deformation of flexible pipe is affected by types of backfill materials. CLSM shows better behavior characteristics than compacting sand. But numerical and analytical results that peformed to compare to the field test results showed big gap with the field results.

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Development of a process to apply uniform pressure to bond CFRP patches to the inner surface of undercut-shaped sheet metal parts (언더컷 형상의 판재 성형품에 보강용 CFRP 패치의 접합을 위한 공정기술 개발)

  • Lee, Hwan-Ju;Jeon, Yong-Jun;Cho, Hoon;Kim, Dong-Earn
    • Design & Manufacturing
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    • v.14 no.4
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    • pp.65-70
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    • 2020
  • Partial reinforcement of sheet metal parts with CFRP patch is a technology that can realize ultra-lightweight body parts while overcoming the high material cost of carbon fiber. Performing these patchworks with highly productive press equipment solves another issue of CFRP: high process costs. The A-pillar is the main body part and has an undercut shape for fastening with other parts such as roof panels and doors. Therefore, it is difficult to bond CFRP patches to the A-pillar with a general press forming tool. In this paper, a flexible system that applies uniform pressure to complex shapes using ceramic particles and silicone rubber is proposed. By benchmarking various A-pillars, a reference model with an undercut shape was designed, and the system was configured to realize a uniform pressure distribution in the model. The ceramic spherical particles failed to realize the uniform distribution of high pressure due to their high hardness and point contact characteristics, which caused damage to the CFRP patch. Compression equipment made of silicone rubber was able to achieve the required pressure level for curing the epoxy. Non-adhesion defects between the metal and the CFRP patch were confirmed in the area where the bending deformation occurred. This defect could be eliminated by optimizing the process conditions suitable for the newly developed flexible system.

Recent Trends in Low-Temperature Solution-Based Flexible Organic Synaptic Transistors Fabrication Processing (저온 용액 기반 유연 유기 시냅스 트랜지스터 제작 공정의 최근 연구 동향)

  • Kwanghoon Kim;Eunho Lee;Daesuk Bang
    • Journal of Adhesion and Interface
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    • v.25 no.2
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    • pp.43-49
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    • 2024
  • In recent years, the flexible organic synaptic transistor (FOST) has garnered attention for its flexibility, biocompatibility, ease of processability, and reduced complexity, which arise from using organic semiconductors as channel layers. These transistors can emulate the plasticity of the human brain with a simpler structure and lower fabrication costs compared to conventional inorganic synaptic devices. This makes them suitable for applications in next-generation wearable devices and soft robotics technologies. In FOST, the organic substrate is sensitive to the device preparation temperature; high-temperature treatment processes can cause thermal deformation of the organic substrate. Therefore, low-temperature solution-based processing techniques are essential for fabricating high-performance devices. This review summarizes the current research status of low-temperature solution-based FOST devices and presents the problems and challenges that need to be addressed.

Site specific fragility modification factor for mid-rise RC buildings based on plastic energy dissipation

  • Merin Mathews;B.R. Jayalekshmi;Katta Venkataramana
    • Earthquakes and Structures
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    • v.27 no.4
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    • pp.331-344
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    • 2024
  • The performance of reinforced concrete buildings subjected to earthquake excitations depends on the structural behaviour of the superstructure as well as the type of foundation and the properties of soil on which the structure is founded. The consideration of the effects due to the interaction between the structure and soil- foundation alters the seismic response of reinforced concrete buildings subjected to earthquake motion. Evaluation of the structural response of buildings for quantitative assessment of the seismic fragility has been a demanding problem for the engineers. Present research deals with development of fragility curve for building specific vulnerability assessment based on different damage parameters considering the effect of soil-structure interaction. Incremental Dynamic Analysis of fixed base and flexible base RC building models founded on different soil conditions was conducted using finite element software. Three sets of fragility curves were developed with maximum roof displacement, inter storey drift and plastic energy dissipated as engineering demand parameters. The results indicated an increase in the likelihood of exceeding various damage limits by 10-40% for flexible base condition with soft soil profiles. Fragility curve based on energy dissipated showed a higher probability of exceedance for collapse prevention damage limit whereas for lower damage states, conventional methods showed higher probability of exceedance. With plastic energy dissipated as engineering demand parameter, it is possible to track down the intensity of earthquake at which the plastic deformation starts, thereby providing an accurate vulnerability assessment of the structure. Fragility modification factors that enable the transformation of existing fragility curves to account for Soil-Structure Interaction effects based on different damage measures are proposed for different soil conditions to facilitate a congenial vulnerability assessment for buildings with flexible base conditions.

Seismic Performance Evaluation on Bending Deformation of 2-Ply and 3-Ply Bellows Expansion Pipe Joints (2겹 및 3겹 벨로우즈 신축배관이음의 휨 변형에 대한 내진성능평가 )

  • Sung-Wan Kim;Sung-Jin Chang;Dong-Uk Park;Bub-Gyu Jeon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.27 no.2
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    • pp.33-41
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    • 2023
  • The application of seismic separation joints that can improve the deformation capacity of piping is an effective way to improve seismic performance. Seismic separation joints capable of axial expansion and bending deformation are installed where deformation is expected and used for the purpose of safely protecting the piping. Bellows are flexible and have low stiffness, so they can be used as seismic separation joints because they have excellent ability to respond to relatively large deformation. In this study, the seismic performance and limit state for bending deformation of 2-ply and 3-ply bellows specimens were evaluated. Seismic performance was evaluated by applying an increasing cyclic load to consider low-cycle fatigue due to seismic load. In order to confirm the margin for the limit state of the evaluated seismic performance, an experiment was conducted in which a cyclic loading of constant amplitude was applied. As a result of the experiment, it was confirmed that the bellows specimen was made of stainless steel and had a high elongation, so that the 2-ply bellows specimen had the limit performance of resisting within 3 cycles even at the maximum forced displacement of the 3-ply bellows specimen.

Mechanical and Electrical Failure of ITO Film with Different Shape during Twisting Deformation (비틀림 변형 중 ITO 필름의 시편 형태에 따른 기계적 전기적 파괴 연구)

  • Kwon, Y.Y.;Kim, Byoung-Joon
    • Journal of the Microelectronics and Packaging Society
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    • v.24 no.4
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    • pp.53-57
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    • 2017
  • The most representative transparent electrode in the modern society is ITO (Indium Tin Oxide). ITO is widely used in general for touch panels and displays due to its high electrical and optical properties. However, in general, mechanical deformation causes deterioration and destruction of device properties because ITO is basically vulnerable to mechanical deformation. Therefore, the in-depth understanding on the stability of ITO film during various mechanical deformations is necessary. In this study, the reliability and mechanical properties ITO sample having different length, width, and area were investigated. The electrical stability was estimated according to electrical resistance change. The stability was dropped as the sample length, and width increased and the sample area decreased. The electrical stability of ITO film was correlated with twisting strain including tensile, compressive and shear stress.

Flying Characteristics of Running Tape above Rotating Head (II) -Experimental Analysis- (회전헤드에 대한 주행테이프의 부상특성 (II) -실험해석-)

  • 민옥기;김수경
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.15 no.1
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    • pp.107-119
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    • 1991
  • This dissertation analyzes the running mechanism of flexible and thin tape above rotating head through the experiment. The scope of study is confined to measure the vertical deformation of running tape under hydrodynamic pressure invoking phenomena of elasto-hydrodynamic lubrication between the protruded bump on a rotating cylinder ad the running tape. Experimental system is devised to measure the vertical deflection of the running tape by opto-electronical displacement gauge, which enables to detect microscopic surface deflection of high frequency. Thorough the tests of small specimens of groove and bump, the accuracy and reliability of this experimental method is confirmed and achieved an accuracy within 5%(2.mu.m) error for the microscopic deflection with high frequency. In experimental works, the effects of bump size on flying characteristics of the tape were evaluated and examined. For the vertical deformation of the running tape. the numerical results and its trend agree qualitatively with the experimental ones.

Stability Analysis of Shear-Flexible and Semi-Rigid Plane Frames (전단변형효과를 고려한 부분강절 평면뼈대구조의 안정성 해석)

  • Min, Byoung Cheol;Min, Dong Ju;Jung, Myung Rag;Kim, Moon Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.1A
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    • pp.9-18
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    • 2011
  • Generally the connection of structural members is assumed as hinge, rigid and semi-rigid connections. The exact tangent stiffness matrix of a semi-rigid frame element is newly derived using the stability functions considering shear deformations. Also, linearized elastic- and geometric-stiffness matrices of shear deformable semi-rigid frame are newly proposed. For the exact stiffness matrix, an accurate displacement field is introduced by equilibrium equation for beam-column under the bending and the axial forces. Also, stability functions considering sway deformation and force-displacement relations with elastic rotational spring on ends are defined. In order to illustrate the accuracy of this study, various numerical examples are presented and compared with other researcher's results. Lastly, shear deformation and semi-rigid effects on buckling behaviors of structure are parametrically investigated.

Development of an Efficient Calculation Method of Pressure Acting on a Bluff Body and the Deformation of Flexible Oil Fences in Currents (뭉뚝한 물체에 작용하는 압력의 효율적인 계산법 개발과 조류중에서의 유연한 유벽의 변형)

  • Kang, Kwan Hyoung;Lee, Choung Mook
    • Journal of the Society of Naval Architects of Korea
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    • v.33 no.4
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    • pp.22-31
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    • 1996
  • An efficient calculation method of pressure acting on a bluff body is developed. The method is applied to assess the containment capability of an oil fence, considering skirt deformation in current. The pressure on the frontal side of the oil fence is determined by analyzing the potential flow, substituting the wake region as a rigid body which has its boundary at the closed separation streamlines. The pressure at the downstream side of the fence, the so called base pressure, is obtained from the existing experimental results. To verify the calculation method, pressure drag of some bluff bodies in an infinite-fluid medium is calculated, which shows good agreement with the experimental results. The deformed shape of the oil fence is obtained by solving, iteratively, the coupled equations governing the flow field and the deformation of the oil fence, respectively. The deformed shape and the decrease of draft of oil fences with different ballast mass in various current conditions are investigated.

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Fluid-Structure Interaction Analysis for Open Water Performance of 100 kW Horizontal Tidal Stream Turbine (유체-구조 연성을 고려한 100 kW급 수평축 조류발전 터빈의 단독성능 해석)

  • Park, Se Wan;Park, Sunho;Rhee, Shin Hyung
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.17 no.1
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    • pp.20-26
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    • 2014
  • It is essential to consider the effect of blade deformation in order to design a better tidal stream turbine being operated in off-design condition. Flow load causes deformation on the blade, and the deformation affects the turbine performance. In the present study, CFD analysis procedures were developed to predict open water performance of horizontal axis tidal stream turbine (HATST). The developed procedures were verified by comparing the results with existing experimental results. Fluid-structure interaction (FSI) analysis method, based on the verified CFD procedure, have been carried out to estimate the turbine performance for a turbine with flexible composite blades, and then the results were compared with those for rigid blades.