采用数值分析方法研究了冲击后含损伤的复合材料格栅加筋板的后屈曲特性.基于Mindlin一阶剪切理论和Von Karman大挠度理论,建立了冲击后蒙皮内含分层损伤复合材料格栅加筋板后屈曲分析的有限元方法;分析中同时考虑了蒙皮和肋骨中纤维断裂、基体开裂等损伤累积造成的刚度的退化和蒙皮分层子板间的闭合接触效应,为含损伤复合材料格栅加筋板的后屈曲特性研究提供了一种有效的数值分析方法.分析结果表明,蒙皮分层面积较大时,格栅加筋板出现蒙皮分层上子板的局部屈曲后仍然具有较强的继续承载能力,而在后屈曲分析中,应考虑损伤累积对格栅加筋结构承载能力的影响;采用非线性虚拟界面元可成功处理分层子板间的闭合接触效应.
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