The failure mechanisms and the loading capacity of stiffened composite panels with stiffener runout are studied. 摘要研究了复合材料加筋板筋条斜削区的失效过程并预测了结构的承载能力。
This paper presents a new solution of the large deflection dynamic response of stiffened plates under lateral impact loading. 用半解析的方法分析了横向冲击载荷下加筋板的非线性瞬态响应。