54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference 2013
DOI: 10.2514/6.2013-1475
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A Damage Tolerance Study of Curvilinearly Stiffened Panels with Different Crack Lengths Using a Global-local Finite Element Method

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Cited by 2 publications
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“…[15][16][17] Recently, Marc instead of Abaqus, is being used in EBF3PanelOpt for damage tolerance calculation. [18][19][20][21][22][23][24][25] Our well established development of curvilinear blade-stiffened panel framework is discussed. [26][27][28][29][30][31][32][33][34] Currently, EBF3PanelOpt framework allows the user to perform multi-objective design optimization of flat multi-sided panels with straight/curved edges having curvilinear, blade and 'T' stiffeners.…”
Section: Ebf3panelopt Frameworkmentioning
confidence: 99%
“…[15][16][17] Recently, Marc instead of Abaqus, is being used in EBF3PanelOpt for damage tolerance calculation. [18][19][20][21][22][23][24][25] Our well established development of curvilinear blade-stiffened panel framework is discussed. [26][27][28][29][30][31][32][33][34] Currently, EBF3PanelOpt framework allows the user to perform multi-objective design optimization of flat multi-sided panels with straight/curved edges having curvilinear, blade and 'T' stiffeners.…”
Section: Ebf3panelopt Frameworkmentioning
confidence: 99%