• Title/Summary/Keyword: Built-up Structure

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Impact Damage Detection in a Composite Stiffened Panel Using Built-in Piezoelectric Active Sensor Arrays (배열 압전 능동 센서를 이용한 복합재 보강판의 충격 손상 탐지)

  • Park, Chan-Yik;Cho, Chang-Min
    • Composites Research
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    • v.20 no.6
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    • pp.21-27
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    • 2007
  • Low-velocity impact damage in a composite stiffened panel was detected using built-in piezoelectric active sensor arrays. Using these piezoelectric active sensors, various diagnostic signals were generated to propagate Lamb waves through the structure and the responses were picked up to detect changes in the structure's vibration signature due to the damage. Three algorithms - ADI(Active Damage Interrogation), TD RMS (Time Domain Root Mean Square) and STFT (Short Time Fourier Transform) - were examined to express the features of the signal changes as one damage index. From damage detecting tests, two impact induced delaminations were detected and the location was estimated with the algorithms and diagnostic signals.

A Novel Switched-Capacitor Based High Step-Up DC/DC Converter for Renewable Energy System Applications

  • Radmand, Fereshteh;Jalili, Aref
    • Journal of Power Electronics
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    • v.17 no.6
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    • pp.1402-1412
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    • 2017
  • This paper presents a new high step-up dc/dc converter for renewable energy systems in which a high voltage gain is provided by using a coupled inductor. The operation of the proposed converter is based on a charging capacitor with a single power switch in its structure. A passive clamp circuit composed of capacitors and diodes is employed in the proposed converter for lowering the voltage stress on the power switch as well as increasing the voltage gain of the converter. Since the voltage stress is low in the provided topology, a switch with a small ON-state resistance can be used. As a result, the losses are decreased and the efficiency is increased. The operating principle and steady-states analyses are discussed in detail. To confirm the viability and accurate performance of the proposed high step-up dc-dc converter, several simulation and experimental results obtained through PSCAD/EMTDC software and a built prototype are provided.

A Study for Animation Using 3D Laser Scanned Body Data (인체 전신 레이저 스캔 데이터를 대상으로 한 인체 애니메이션 연구)

  • Yoon, Geun-Ho;Cho, Chang-Suk
    • Journal of Korea Multimedia Society
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    • v.15 no.10
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    • pp.1257-1263
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    • 2012
  • An implementation of animation module using the 3D body data scanned by laser scanner is reported in this paper. Characteristic points of the skeleton in human body were picked up as pivot point for 3D rotation. The body data set wes reconstructed as objects built in hierarchical tree structure, which is based on skeleton model. In order to implement the 3D animation of the laser scanned body data, the vertexes of the objects were connected as skeleton structure and animated to follow dynamic patterns inputted by user.

A Study of Floor Impact Noise Reduction of Cabin Using Floating Floor (뜬바닥구조를 이용한 선실 바닥충격음 저감에 관한 연구)

  • Kim, Hyun-Sil;Kim, Bong-Ki;Cha, Sun-Il;Kim, Young-Soo
    • Journal of the Society of Naval Architects of Korea
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    • v.41 no.5
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    • pp.41-47
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    • 2004
  • In this paper, floor impact noise reduction in cruise ship cabin is studied. A mock-up is built by using 6t steel plate, and two identical cabins are made where 25t panel is used to construct wall and ceiling inside the steel structure. Various floating floor systems are tested for which normalized impact noise is measured according to ISO 140-7. In addition, floor SBN (Structure-borne Noise) and floor damping are measured to study the effect of floating floor structure. It is shown that VL(Visco-elastic Layer) is more effective when hard plates are added above the VL.

Development of Technical Breakdown Structure Standard in Temporary Works (건설가설공사의 표준기술분류체계 구축)

  • Park, Jun-Mo;Kim, Ok-Kyue;Park, Gil-Bum
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.162-163
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    • 2013
  • A temporary work are lifting equipment that tower crane or lift, and temporary architectures that office building and storage in construction site. And it is main construction work that built and used temporarily like to a scaffolding, a walk plate, and a formwork. This study is to adjust breakdown structure of temporary work to introduce technical tendency. With a site manager, it is collected a detailed statement and compared. As a result to break down a tendency that temporary equipment, additional function, and direct work of temporary technique, first, existing detail technical indexes that group I, group J, group K, and group L are classified. Second, due to set up and manage to main agents in case of existing detail technical indexes that B1, B2, it is not wrong to classify. But, it is somewhat different, and therefore adjust it to same level. Finally, as a technical tendency that temporary equipment, additional function, and direct work of temporary technique, it is adjusted the others.

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Rapid Design Method and System Development for Aircraft Wing Structure

  • Tang, Jiapeng;Han, Jing;Luo, Mingqiang
    • International Journal of Aeronautical and Space Sciences
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    • v.17 no.1
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    • pp.45-53
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    • 2016
  • This work is mainly done by too many manual operations in the aircraft structure design process resulting in heavy workload, low efficiency and quality, non-standardized processes and procedures. A top-down associated design method employing the template parametric technology is proposed here in order to improve the quality of design and efficiency of aircraft wing structure at the preliminary design stage. The appropriate parametric tool is chosen and the rapid design system of knowledge-driven aircraft wing structure is developed. First, a skeleton model of aircraft wing structure is rapidly built up through the template encapsulated design knowledge. Associated design is then introduced to realize the association between the typical structural part and skeleton model. Finally, the related elements are referenced from skeleton model, and a typical structural part reflecting an automatic response for design changes of the upstream skeleton model is quickly constructed within the template. The rapid design system proposed and developed in this paper is able to formalize the design standardization of aircraft wing structure and thus the rapid generation of different aircraft wing structure programs and achieve the structural design knowledge reuse as well.

Effects of unconfined blast on strategic structures and its protective measures

  • Choubey, Bishwajeet;Dutta, Sekhar C.;Hussain, Md. Ahsaan
    • Structural Engineering and Mechanics
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    • v.84 no.2
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    • pp.167-180
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    • 2022
  • A strategic structure when exposed to direct hit of conventional bomb/projectile are severely damaged because of large amounts of energy released by the impact and penetration of bomb. When massive concrete slabs suffer a direct hit, the energy released during impact and penetration process are able to easily break up large mass of concrete. When over stressed under such impact of bombs, the concrete structure fails showing brittle behavioural nature. This paper is intended to study and suggest the protective measures for structures used for strategic application by adopting a means to dissipate the large quantum of energy released. To quantitatively evaluate the force, displacement and energy in such scenario, a fine numerical model of the proposed layered structure of different combinations was built in ANSYS programme in which tri-nitrotoluene (TNT) explosive was detonated at penetration depth calculated for GP1000 Lbs bomb. The distinct blast mitigation effect of the proposed structure was demonstrated by adopting various layers/barriers created as protective measures for the strategic structure. The calculated result shows that the blast effect on the structure is potentially reduced due to provision of buster slab with sand cushioning provided as protective measure to the main structure. This concept of layered protective measures may be adopted for safeguarding strategic structures such as Domes, Tunnels and Underground Structures.

A Study on the Buckling Strength of the Skirt Structure in the Spherical LNG Carriers (구형 LNG운반선의 탱크지지 구조인 스커트의 좌굴강도에 대한 연구)

  • Kim, Ul-Nyeon
    • Journal of the Society of Naval Architects of Korea
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    • v.54 no.5
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    • pp.393-405
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    • 2017
  • This paper deals with the buckling strength of the skirt structure in the spherical LNG carriers. The spherical cargo tank systems consist of spherical tank, skirt, tank cover, pump tower, etc. The skirt supports the spherical cargo tank and is connected with ship hull structure. It is designed to act as a thermal brake between the tank and the hull structure by reducing the thermal conduction from the tank to the supporting structure. It is built up of three parts, upper aluminum part, middle stainless steel part and lower carbon steel part. The 150K spherical LNG carrier was designed and carried out the strength verification under Classification Societies Rule. The design loads due to acceleration, thermal distribution, self-weight and cargo weight were estimated considering requirements of the Class Rule and numerical simulation analyses. Based on the obtained design loads and experienced project data, the initial structure scantling was carried out. To verify the structural integrity, theoretical and numerical analyses were carried out and strength was evaluated aspect of buckling capacity. The results by LR and DNV design code are shown and discussed.

Experimental Investigation of Rotation-Up Erection for Keel Truss Spatial Structures (Rotation-Up 공법에 의한 킬 트러스 대공간 구조물의 Erection 실험에 관한 연구)

  • Kim, Cheol-Hwan;Chae, Won-Tak;Baek, Ki-Youl;Jung, Hwan-Mok
    • Journal of Korean Association for Spatial Structures
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    • v.13 no.2
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    • pp.57-66
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    • 2013
  • There are a number of construction methods to build spatial structures such as erection method, Element method, Block method, Sliding method, Lift-up method and Push-up method. These methods are uneconomical and low accuracy, and require long construction duration because of a need of a scaffold or a tower crane to build spatial roof frame. In this study, the construction method to erect a truss structure was proposed as an economical and easy installation method. The proposed method has end hinges of keel truss and winches with horizontal cable. This method makes safe and accurate production and reduces construction duration because trusses are built on the floor or supporter. The goal of this study is to verify the validity of construction method by building scale model using the proposed method.

A Study on the Deduction of 3-Dimmensional Visual Structure and measurement of Quantitative Openness in Accordance with Spatial Probe Routes (공간탐색경로에 따른 3차원 시각구조 도출과 정량적 개방도 측정에 관한 연구)

  • Kim, Suk-Tae
    • Korean Institute of Interior Design Journal
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    • v.19 no.6
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    • pp.112-120
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    • 2010
  • Human can recognize the environment by detecting spatial perception, and most of environmental perception depends on visual perception. In view that the acquisition of spatial information is accomplished through visual recognition, analysis of visual structure contained in the space is thought to be very important sector in studying the characteristic of the space. The history of studies on visual structure of space, however, wasn't too long, and furthermore most of the theories up to now focused on static and planar principles. Under this circumstance, this study is intended to suggest new theory by combining Isovist theory and VGA theory that have been actively discussed as the theory on visual perception-based spatial structure and supplementing them between each other to expand into 3-dimensional model. The suggested theory is a complex principle in dimensional and dynamic form in consideration of visual direction, which forms 3-dimentional virtual model that enables visualization of the property of spatial structure as the routine discriminating whether visual connection is made between viewing point and target point, and the target point is included in the visual field quadrangular pyramid or not. Such model was built up by an analysis application where four probe paths were applied to simulate the visual structure that occurs in virtual space, and then the characteristics were analyzed through quantification. In result, in spite of the path with equal space and equal length, significant difference in the acquired quantity of spatial information could be found depending on the probe sequence. On the contrary, it was found that probe direction may not affect the acquired quantity of information and visual property of the space.