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      점탄성-복합재 박판 블레이드 구조물의 진동 해석

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      https://www.riss.kr/link?id=A75897481

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      다국어 초록 (Multilingual Abstract)

      This paper concerns the analytical modeling and dynamic analysis of advanced cantilevered blade<br/>
      structure implemented by a dual approach based on structural tailoring and viscoelastic materials technology.<br/>
      Whereas structural tailoring uses the directionality properties of advanced composite materials, the passive<br/>
      materials technology exploits the damping capabilities of viscoelastic material(VEM) embedded into the host<br/>
      structure. The structure is modeled as a composite thin-walled beam incorporating a number of nonclassical<br/>
      features such as transverse shear, secondary warping, anisotropy of constituent materials, and rotary inertias.<br/>
      The case of VEM spreaded over the entire span of the structure is considered. The displayed numerical results<br/>
      provide a comprehensive picture of the synergisitic implications of the application of both techniques, namely,<br/>
      the tailoring and damping technology on vibration response of thin-walled beam structure exposed to external<br/>
      time-dependent excitations.
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      This paper concerns the analytical modeling and dynamic analysis of advanced cantilevered blade<br/> structure implemented by a dual approach based on structural tailoring and viscoelastic materials technology.<br/> Whereas structural tail...

      This paper concerns the analytical modeling and dynamic analysis of advanced cantilevered blade<br/>
      structure implemented by a dual approach based on structural tailoring and viscoelastic materials technology.<br/>
      Whereas structural tailoring uses the directionality properties of advanced composite materials, the passive<br/>
      materials technology exploits the damping capabilities of viscoelastic material(VEM) embedded into the host<br/>
      structure. The structure is modeled as a composite thin-walled beam incorporating a number of nonclassical<br/>
      features such as transverse shear, secondary warping, anisotropy of constituent materials, and rotary inertias.<br/>
      The case of VEM spreaded over the entire span of the structure is considered. The displayed numerical results<br/>
      provide a comprehensive picture of the synergisitic implications of the application of both techniques, namely,<br/>
      the tailoring and damping technology on vibration response of thin-walled beam structure exposed to external<br/>
      time-dependent excitations.

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      목차 (Table of Contents)

      • Abstract
      • 1. INTRODUCTION
      • 2. FORMULATION OF THE COMPOSITE-VEM
      • 3. NUMERICAL SIMULATIONS
      • 4. CONCLUSIONS
      • Abstract
      • 1. INTRODUCTION
      • 2. FORMULATION OF THE COMPOSITE-VEM
      • 3. NUMERICAL SIMULATIONS
      • 4. CONCLUSIONS
      • 5. ACKNOWLEDGEMENT
      • REFERENCE
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