• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.1097-1102
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• 2009

In a railway vehicle, corrugated steel panel is widely used for the floor panel because of its high bending stiffness and light weight. However, this panel shows lower sound insulation performance than that of the plate with the same weight. Especially, in a particular frequency band, transmission loss (TL) rapidly decreases and it results in the deterioration of TL of the overall floor panel. This study identifies that the remarkable drop in TL is caused from the local resonance of the periodic corrugated structure. This study shows that the frequency band of the TL drop can be controlled by the proper design of the corrugated structure. In addition, improvement effect of TL by attaching foam and glass wool is estimated by experiment. The purpose of the study is to provide the practical information for the improvement of the sound insulation performance of the corrugated steel.

• 산업기술연구
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• 제20권B호
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• pp.9-14
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• 2000

Sound insulation performance is investigated on the corrugated panel used for a rail way vehicle. Random incidence sound transmission loss is calculated by using the equivalent orthotropic plate model. Analysis results on several kinds of corrugated panels are in good agreement with the measured data. The analysis method is applied to predict the sound transmission loss of the corrugated panel used for Korean high speed train.

• 한국철도학회논문집
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• 제13권5호
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• pp.476-480
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• 2010

철도차량의 바닥재에 널리 사용되는 주름 강판은 국부공진 효과에 의하여 특정 주파수 대역에서의 차음성능이 심각하게 저하된다. 그 대책으로, 본 연구에서는 우레탄 폼재를 주름내부에 충진시키거나 유리면층을 바닥재에 적층시킨 후, 차음성능의 향상효과를 실험적으로 평가한다. 주름강판 및 바닥 적층재를 대상으로 ASTM E2249-02에 근거하여 인텐시티 투과손실을 측정하고 평가한다. 본 연구의 목적은 폼 충진이나 유리면 적층이 중량 증가 측면에서 열차 차체의 차음성능을 어느 정도 향상시키는가를 규명하는 데에 있다.

• 한국소음진동공학회논문집
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• 제20권7호
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• pp.672-676
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• 2010

In a railway vehicle, corrugated steel panel is widely used for the floor structure because of its high bending stiffness and light weight. However, this panel shows lower sound insulation performance than that of the flat plate with the same weight. Especially, in a particular frequency region, transmission loss(TL) rapidly decreases and it results in the deterioration of sound insulation performance of the overall floor structure. This study identifies that the severe decrease in TL is caused from the local resonance of the periodic corrugated structure. TL decrease by local resonance is investigated by experiment and finite element analysis. Finally, design modification of the corrugation is proposed to improve TL and the effect is verified by experiment.

• Steel and Composite Structures
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• 제42권2호
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• pp.277-288
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• 2022

A novel flat steel plate-concrete-corrugated steel plate (FS-C-CS) sandwich panel was proposed for resisting impact load. The failure mode, impact force and displacement response of the FS-C-CS panel under impact loading were studied via drop-weight impact tests. The combined global flexure and local indentation deformation mode of the FS-C-CS panel was observed, and three stages of impact process were identified. Moreover, the effects of corrugated plate height and steel plate thickness on the impact responses of the FS-C-CS panels were quantitatively analysed, and the impact resistant performance of the FS-C-CS panel was found to be generally improved on increasing corrugated plate height and thickness in terms of smaller deformation as well as larger impact force and post-peak mean force. The Finite Element (FE) model of the FS-C-CS panel under impact loading was established to predict its dynamic response and further reveal its failure mode and impact energy dissipation mechanism. The numerical results indicated that the concrete core and corrugated steel plate dissipated the majority of impact energy. In addition, employing end plates and high strength bolts as shear connectors could prevent the slip between steel plates and concrete core and assure the full composite action of the FS-C-CS panel.

• 한국철도학회논문집
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• 제2권3호
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• pp.26-35
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• 1999

The acoustic power reduction method can be used to design a quiet structure. To calculate the acoustic power radiated from a vibrating structure, the dynamic responses have to be determined. It is not easy to analyse the structure composed of the corrugated panels because of the structural complexity and the long analysing time. To make up for these defects, the equivalent orthotropic panel is presented. Also the acoustic power prediction method of the vibrating structures is proposed. As examples, the equivalent material properties of the corrugated plates are obtained and the acoustic powers of the floor structure are calculated at several frequency regions for the Korean High Speed Train.

• 대한기계학회논문집A
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• 제40권12호
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• pp.1061-1066
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• 2016

주름 강판의 주름은 강판의 중량당 굽힘 강성을 획기적으로 증가시킨다. 그러나 주름 강판은 같은 중량을 갖는 평판보다 낮은 차음 성능을 보인다. 특히, 특정한 주파수대역에서는 투과손실이 크게 감소한다. 이 문제의 주 요인은 주름단위에서의 국부적 공진으로 알려져 있다. 특정 주파수대역에서 다수의 국부적 공진모드가 발생하고 모드밀도가 급속히 증가한다. 본 연구에서는 음 투과손실과 모드 밀도 사이의 관계를 검토한다. 최종적으로, 중량의 증가 없이 주름 강판의 차음 성능을 향상시키기 위한 모드 밀도의 측면에서의 설계전략을 제시한다.

• Steel and Composite Structures
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• 제9권1호
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• pp.1-17
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• 2009

This paper is focused on the buckling and post buckling behaviour of rectangular corrugated board panels simply supported and subjected to compression load. The aim of the work is to understand the failure mechanism of investigated structure in order to quantify the effect of design parameters on the strength of a panel of given geometry. Two numerical models were developed adopting the finite element method. In the first one the corrugated board is represented by means of shell elements adopting an equivalent material, in the second the local structure is described in full detail modelling both straight and corrugated layers by means of shell elements and representing the connection between layers by special interface elements. The model correctness was checked by the comparison between out of plane central displacement predicted by the models and the experimental values found in literature. For the same case the effect of panel planarity error was evaluated. Finally a parametric analysis to investigate the effect of design parameters was carried out.

• 대한토목학회논문집
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• 제28권3A호
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• pp.375-381
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• 2008

본 연구는 기존의 perfobond rib을 절곡시켜 변형시킨 형태인 corrugated rib 전단연결재의 전단강도를 평가하기 위하여 push-out 실험을 통하여 기존의 전단연결재인 stud, perfobond rib 전단연결재와 비교하였다. Corrugated rib 전단연결재의 전단강도에 기여하는 요인인 홀의 유무, 관통철근의 유무, 파형의 파고, rib의 높이 등을 고려하여 총 12본의 push-out 시험체를 제작하였다. 실험결과 corrugated rib 전단연결재 시험체는 콘크리트 슬래브의 지압성 파괴에 의하여 파괴 모드가 결정되었으며, 용접부의 파괴는 발생하지 않았다. 또한 corrugated rib 전단연결재가 perfobond rib 전단연결재보다 최대 96%의 전단저항 성능이 향상됨을 확인하였고, 관통철근의 배근유무에 따라 48%의 전단강도가 증가하는 것으로 나타났다. Corrugated rib 전단연결재의 홀 및 관통철근에 의해 콘크리트 다웰 효과가 증가되었으며, 파형의 파고 및 rib의 높이가 증가할수록 콘크리트 지압저항 영역의 증가로 인하여 전단강도가 증가하는 것을 확인할 수 있었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2009년도 추계학술대회 논문집
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• pp.597-600
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• 2009

Sound transmission loss (TL) is experimently investigated on the multi-layered panel used for the floor of a tilting train. Measurement of the intensity transmission loss is performed according to ASTM E 2249-02. The floor structure consists of corrugated steel panel, glass wool, plywood and cover. On the corrugated steel panel, TL drop by local resonance is considered and the TL improvement effect by damping treatment is estimated. Total sound transmission loss of the entire floor structure is obtained and the contribution of each layer is examined.