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Postbuckled behavior of composite isogrid stiffened shell structure

机译:等强度复合材料刚性壳结构的后屈曲特性

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摘要

This paper investigated reliability of a postbuckled composite isogrid stiffened shell structure under a compression load. The outside diameter of the isogrid cylinder was 624.8 mm, the length was 368.3 mm and the total weight of the cylinder was 3.24 kg. A finite element buckling analysis result was compared with the axial compression experimental data. The average critical buckling load of 186.56 kN was obtained by using the Patran finite element analysis (FEA). The isogrid shell was modeled using 3-node triangular elements and the stiffeners were modeled using 4-node quad elements with a total of 504 nodes and 900 elements. The postbuckled isogrid cylinder was compression tested to the failure load of 177.35 kN. The postbuckled cylinder continued to resist compression loading even after one or more stiffeners had fractured. The testing evaluation revealed that the stiffener buckling was the critical failure mode and it has been demonstrated to be tolerant to structural damage due to the multiplicity of load paths. The lower experimental bucking load was due to the small imperfections in the cylinder but this problem can be overcome by advancement in the manufacturing methods. [References: 7]
机译:本文研究了在压缩载荷下后屈曲复合材料等强度加筋壳结构的可靠性。等腰圆柱体的外径为624.8 mm,长度为368.3 mm,圆柱体的总重量为3.24 kg。将有限元屈曲分析结果与轴向压缩实验数据进行了比较。通过使用Patran有限元分析(FEA)获得了186.56 kN的平均临界屈曲载荷。使用3节点三角单元对等刚体壳进行建模,并使用4节点四边形单元(总共504个节点和900个单元)对加劲肋进行建模。对后屈曲的等强度圆柱体进行了压缩测试,其破坏载荷为177.35 kN。即使在一个或多个加劲肋断裂之后,后屈曲的圆柱仍继续承受压缩载荷。测试评估表明,加劲肋屈曲是关键的失效模式,并且由于多种载荷路径,它已被证明可以承受结构破坏。较低的实验屈曲载荷是由于气缸中的缺陷较少,但是可以通过改进制造方法来克服此问题。 [参考:7]

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