دورية أكاديمية

Dispersion and damping analysis of orthotropic composite plate in mid frequency based on symplectic method

التفاصيل البيبلوغرافية
العنوان: Dispersion and damping analysis of orthotropic composite plate in mid frequency based on symplectic method
المؤلفون: Ma, Yongbin, Li, Huimin, Chen, Haosen, Wen, Weibin, Cheng, Tianbao, Chen, Mingji, Fang, Daining
المساهمون: Li, HM (reprint author), Beijing Inst Technol, Sch Aerosp Engn, Beijing, Peoples R China., Beijing Inst Technol, Sch Aerosp Engn, Beijing, Peoples R China., Beijing Inst Technol, Inst Adv Struct Technol, Beijing, Peoples R China., Peking Univ, Coll Engn, Beijing 100871, Peoples R China.
المصدر: SCI
بيانات النشر: COMPOSITE STRUCTURES
سنة النشر: 2017
المجموعة: Peking University Institutional Repository (PKU IR) / 北京大学机构知识库
مصطلحات موضوعية: Polymer-matrix composites (PMCs), Vibration, Analytical modeling, Finite element analysis (FEA), STATISTICAL ENERGY ANALYSIS, WAVE-PROPAGATION, POLYMER COMPOSITES, FIBER COMPOSITES, SANDWICH PLATES, BEAMS, SYSTEMS, PREDICTION, PARAMETERS
الوصف: A semi-analytical method is used to investigate the dispersion and damping characteristics for rectangular thin orthotropic composite plates in mid frequency analysis. A symplectic eigenproblem is formed whose solution gives analytically the dispersion equation and the wave shape for any combination of simple boundary conditions along the plate edges. The damping capacity of each wave component is obtained using the strain energy theory. In the numerical examples, the dispersion and damping characteristics are calculated and analyzed for orthotropic composite laminated plates with three different combinations of boundary conditions. Comparison of the present results with the Rayleigh-Ritz results and the finite element results validates the effectiveness of the present method. Based on the damping analysis in the wave domain, the thresholds of mid frequency and high frequency vibration characteristics of the composite plate are illustrated. The relationship between the wave components in the present method and the modal modes in the modal method is also explained. (C) 2017 Elsevier Ltd. All rights reserved. ; National Science Foundation of China [11602021, 11227801]; China Postdoctoral Science Foundation [2016M591085, 2016M600047]; Foundation for Innovative Research Groups of the National Natural Science Foundation of China [11521202] ; SCI(E) ; ARTICLE ; 426-433 ; 178
نوع الوثيقة: journal/newspaper
اللغة: English
تدمد: 0263-8223
1879-1085
العلاقة: COMPOSITE STRUCTURES.2017,178,426-433.; 1904462; http://hdl.handle.net/20.500.11897/470458Test; WOS:000409150100038
DOI: 10.1016/j.compstruct.2017.07.017
الإتاحة: https://doi.org/20.500.11897/470458Test
https://doi.org/10.1016/j.compstruct.2017.07.017Test
https://hdl.handle.net/20.500.11897/470458Test
رقم الانضمام: edsbas.2AF44850
قاعدة البيانات: BASE
الوصف
تدمد:02638223
18791085
DOI:10.1016/j.compstruct.2017.07.017