• Smart Structures and Systems
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• 제20권5호
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• pp.595-605
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• 2017

The present article reported the thermal buckling strength of the sandwich shell panel structure and subsequent improvement of the same by embedding shape memory alloy (SMA) fibre via a general higher-order mathematical model in conjunction with finite element method. The geometrical distortion of the panel structure due to the temperature is included using Green-Lagrange strain-displacement relations. In addition, the material nonlinearity of SMA fibre due to the elevated thermal environment also incorporated in the current analysis through the marching technique. The final form of the equilibrium equation is obtained by minimising the total potential energy functional and solved computationally with the help of an original MATLAB code. The convergence and the accuracy of the developed model are demonstrated by solving similar kind of published numerical examples including the necessary input parameter. After the necessary establishment of the newly developed numerical solution, the model is extended further to examine the effect of the different structural parameters (side-to-thickness ratios, curvature ratios, core-to-face thickness ratios, volume fractions of SMA fibre and end conditions) on the buckling strength of the SMA embedded sandwich composite shell panel including the different geometrical configurations.

• 대한기계학회논문집A
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• 제31권4호
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• pp.506-516
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• 2007

In this paper, a study on low-velocity impact response of four different sandwich panels for the hybrid bodyshell and floor structure application of the Korean low floor bus vehicle was done. Square samples of 100mm sides were subjected low-velocity impact loading using an instrumented testing machine at six energy levels. Impact parameters like maximum force, time to maximum force, deflection at maximum force and absorbed energy were evaluated and compared for four different types of sandwich panels. The impact damage size and depth of the permanent indentation were measured by 3-Dimensional Scanner. Failure modes were studied by sectioning the specimens and observed under optical microscope. The impact test results show that sandwich panel with composite laminate facesheet could not observe damage mode of a permanent visible indentation after impact and has a good impact damage resistance in comparison with sandwich panel with metal aluminum facesheet.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2008년도 정기학술발표대회 논문집
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• pp.262-267
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• 2008

1970년대부터 고도의 산업발전을 이루기 시작한 국내 건설현장에서 저렴한 공사비용 및 간편한 시공성 등을 장점으로 샌드위치패널을 활용한 건축물이 급격하게 증가하는 실정이다. 하지만 샌드위치 패널의 시공을 담당하는 기업들은 대형 건설기업보다 중소건설업체에서 시공하기 때문에 생산성 향상을 위한 연구가 부족한 상황이다. 본 연구는 샌드위치패널공사현장을 실사하여 작업조별 작업싸이클을 분석하고 Web-Cyclone을 이용한 모델링을 구축하여, 각 작업조별 생산성 및 공사금액을 분석하였다. 이를 활용하여 샌드위치패널공사의 작업조 생산성 정보를 상대적으로 연구가 부족한 국내 중 소규모 전문건설업체들이 자신들의 현장 특성에 적합한 샌드위치패널공사의 생산성 및 공사금액을 예측 및 적용할 수 있을 것이다. 또한 본 연구에서 작성한 모델링을 기반으로 유사한 공정에 대하여 시뮬레이션을 모델링화하는데 적용될 수 있을 것으로 예상된다.

• 한국재난정보학회 논문집
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• 제15권1호
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• pp.98-108
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• 2019

연구목적:본 연구는 화재 시 샌드위치패널 구조 창고의 벽 천장접합부 방호를 위한 스프링클러 성능확인 실험을 목적으로 한다. 연구방법: 현장조사결과를 기반으로 창고의 공간규격과 가연물을 선정하고 벽 코너 및 헤드 직하부에서의 방호실험을 수행하고 결과를 분석하였다. 연구결과:벽 코너 화재 시나리오에 대해서 K-80 폐쇄형 스프링클러헤드의 작동으로 샌드위치 패널의 착화 및 접합부 손상이 방지됨을 확인하였다. 결론:샌드위치패널 심재로의 착화 및 연소방지를 통한 화세제어로 이를 가정한 소방대의 소화 및 구조활동을 위한 표준진압대책이 마련되어야 한다.

• Steel and Composite Structures
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• 제52권4호
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• pp.391-403
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• 2024

The flexural behavior of composite sandwich wall panels with different thicknesses, numbers of holes, and hole forms, and arrangement form of longitudinal steel bar (uniform type and concealed-beam type) are investigated. A total of twelve composite sandwich wall panels are prepared, utilizing modified polystyrene particles mixed with foam concrete for the flexural performance test. The failure pattern of the composite sandwich wall panels is influenced by the extruded polystyrene panel (XPS) panel thickness and the reinforcement ratio in combination, resulting in both flexural and shear failure modes. Increasing the XPS panel thickness causes the specimens to transition from flexural failure to shear failure. An increase in the reinforcement ratio leads to the transition from flexural failure to shear failure. The hole form on the XPS panel and the steel bar arrangement form affect the loading behavior of the specimens. Plum-arrangement hole form specimens exhibit lower steel bar strain and deflection compared to linear-arrangement hole form specimens. Additionally, specimens with concealed beam-type steel bar display lower steel bar strain and deflection than uniform-type steel bar specimens. However, the hole form and steel bar arrangement form have a limited impact on the ultimate load. Theoretical formulas for cracking load are provided for both fully composite and non-composite states. When compared to the experimental values, it is observed that the cracking load of the specimens with XPS panels closely matches the calculations for the non-composite state. An accurate prediction model for the ultimate load of fully composite wall panels is developed. These findings offer valuable insights into the behavior of composite sandwich wall panels and provide a basis for predicting their performance under various design factors and conditions.

• Steel and Composite Structures
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• 제16권4호
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• pp.389-415
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• 2014

This study deals with dynamic model of composite sandwich panels with functionally graded flexible cores under low velocity impacts of multiple large or small masses using a new improved higher order sandwich panel theory (IHSAPT). In-plane stresses were considered for the functionally graded core and face sheets. The formulation was based on the first order shear deformation theory for the composite face sheets and polynomial description of the displacement fields in the core that was based on the second Frostig's model. Fully dynamic effects of the functionally graded core and face-sheets were considered in this study. Impacts were assumed to occur simultaneously and normally over the top and/or bottom of the face-sheets with arbitrary different masses and initial velocities. The contact forces between the panel and impactors were treated as internal forces of the system. Nonlinear contact stiffness was linearized with a newly presented improved analytical method in this paper. The results were validated by comparing the analytical, numerical and experimental results published in the latest literature.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2008년도 춘계학술논문발표회 논문집
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• pp.112-116
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• 2008

The combustion properties of sandwich panels were tested according to ISO 13784-1(Room Corner Test for Sandwich panel building systems) method to supplement ISO 9705 Room corner test, and analyzed comparatively. Several variables including heat release rate, smoke production rate, FIGRA, SMOGRA, thermal configuration, visual check lists and so on, were analyzed for four materials on sandwich panel systems. Finally, Fire performances of test results on each material by ISO 13784-1 are categorized by applying to the classification system of both EN 13501-1 and Eurefic research program

• Advances in concrete construction
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• 제13권 2호
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• pp.153-162
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• 2022

Prefabricated exterior wall panel is the main non-load-bearing component of assembly building, which affects the comprehensive performance of thermal insulation and durability of the building. It is of great significance to develop new prefabricated exterior wall panel with durable and lightweight characteristics for the development of energy-saving and assembly building. In the prefabricated sandwich insulation hanging wall panel, the selection of material for the outer layer and the arrangement of the connector of the inner and outer wall layers affect the mechanical performance and durability of the wall panels. In this paper, high performance cement-based composites (HPFRC) are used in the outer layer of the new type wall panel. FRP bars are used as the interface connector. Through experiments and analysis, the influence of the arrangement of connectors on the mechanical behaviors of thin-walled composite wall panel and the panel with window openings under two working conditions are investigated. The failure modes and the role of connectors of thin-walled composite wallboard are analyzed. The influence of the thickness of the wall layer and their combination on the strain growth of the control section, the initial crack resistance, the ultimate bearing capacity and the deformation of the wall panels are analyzed. The research work provides a technical reference for the engineering design of the light-weight thin-walled and durable composite sandwich wall panel.

• 대한기계학회논문집A
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• 제37권4호
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• pp.529-535
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• 2013

알루미늄 확장 금속망 심재와 스테인리스강 면재를 에폭시 수지로 접합하여 제조되는 새로운 박판샌드위치 판재의 제조방법을 제시하고 이의 굽힘 거동을 조사하였다. 강도 및 강성도에 대한 이론해를 제시하고 실험을 통하여 프레스 성형성과 굽힘강도 증대효과 등을 평가하였다. 제시된 제조방법과 재료조합에서 삼점굽힘 하중 작용 시 면재-심재 접착부 분리 현상보다 면재의 항복이 훨씬 조기에 발생하여 본 샌드위치 판재의 우수성을 확인하였다. 샌드위치 판재의 강성도 및 면재 항복이 발생하는 하중과 접착부 분리 하중 등에 대하여 유도된 이론식이 실험 결과와 비교적 잘 일치하였다. 동일한 무게를 갖는 균질 판재와 비교하여 강도와 강성도면에서 월등하고 프레스 성형성도 우수할 것으로 평가되었다.

• 한국화재소방학회논문지
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• 제29권6호
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• pp.76-83
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• 2015

EPS 샌드위치 패널은 난연제의 첨가로 화재 시 발화를 늦춰주며 발열을 적게 발생시켜 연소의 확대를 막는다. 하지만 난연성능 기준에 미달하는 샌드위치 패널을 사용할 경우, 재산 및 인명 피해가 확대되는 사례가 발생할 수 있다. 마감재료의 난연성능은 육안으로는 확인이 어려워 간편하면서도 빠른 평가방법의 개발이 요구된다. 본 연구에서는 X-선 분석법(XRF, XRD)을 이용하여 EPS 샌드위치 패널의 화재안전평가 방법에 대해 분석하였다. X-선 분석법을 적용한 결과 화재시험을 통한 난연 성능에 따라 특정 성분이 검출되는 것을 확인하였다. X-선 형광분석(XRF)을 통해 알루미늄성분이 부적합제품에 비해 적합제품에 훨씬 많이 함유되어있는 것을 알 수 있었다. X-선 회절분석(XRD)을 통해 난연 EPS의 주된 결정성 물질로 확인된 깁사이트(gibbsite)는 적합제품과 부적합제품에 공통으로 함유되어 있었지만 결정성에 있어 차이가 나는 것을 확인하였다. 이러한 X-선 분석을 통한 원소분석과 결정분석으로 난연성능 평가 가능성을 확인하였다.