Effects of connector between stringer and rib on compressional properties of single-stiffened composite panels
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摘要: 采用试验和有限元方法研究了复合材料含翼肋单加筋板试验件的压缩性能, 试验件包括带有长桁-翼肋连接和不含长桁-翼肋连接2种类型。试验和数值计算研究结果表明: 与不含长桁-翼肋连接的试验件相比, 带有长桁-翼肋连接的试验件具有较高的刚度和较高的临界屈曲失稳载荷, 在后屈曲承载过程中具有较小的形变和较小的最终破坏载荷。试验件的最终破坏模式总是长桁与蒙皮间的界面脱粘, 这表明长桁-翼肋连接对加筋板试验件的最终破坏模式无影响。在复合材料翼面结构设计中, 需要综合考虑长桁-翼肋连接对加筋板初始临界失稳载荷、 后屈曲变形和结构承载能力等方面的影响。Abstract: The compressional properties of composite single-stiffened panel specimens with rib were investigated through tests and finite element methods. Specimens with and without connector between stringer and rib were investigated. Test and numerical results reflect that specimens with connector between stringer and rib have higher rigidity, higher critical buckling loads, smaller deformation quantities in the post-buckling loading progress and smaller ultimate failure loads than specimen without connector. The ultimate failure mode of the specimen is always the interfacial debonding between stringer and panel, which reflects that the connector between stringer and rib has no effects on the final failure mode of the stiffened panel specimen. In the designing of composite airfoil structure, effects of connector between stringer and rib on the initial critical buckling load, post-buckling deformation and carrying capacity of the structure should be considered.
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Key words:
- composites /
- stiffened panel /
- connector /
- buckling and post-buckling /
- finite element method
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