Impact Response of Stiffened Cylindrical Shells With/without Holes Based on Equivalent Model of Isogrid Structures

An equivalent continuum model of an isogrid structure is utilized to analyze the impact response of isogrid structures and stiffened structures. The parameters of the equivalent model are determined, and the comparison between the equivalent continuous structure and the real grid structure are exami...

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Veröffentlicht in:	Computers, materials & continua materials & continua, 2015-01, Vol.45 (1), p.57-74
Hauptverfasser:	Yang, Qingsheng, Yang, Shaochong, Lin, Xiaohu
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Computer simulation Continuum modeling Continuums Cylindrical shells Deformation Equivalence Impact analysis Impact response Mathematical models Shells
Online-Zugang:	Volltext
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