Analysis of compression stability and load capacity of thick composite plate structures
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摘要:
针对复合材料厚板压缩稳定性分析问题进行了研究。对复合材料机身厚板结构进行压缩试验,试验中发现长桁底部蒙皮先发生屈曲,长桁未起到隔波作用;对该结构采用有限元线性和非线性分析方法进行分析,分析结果验证了该屈曲特征。根据试验和分析结果对稳定性分析方法进行了修正,采用修正的分析方法计算得到的屈曲载荷和承载能力精度更高,为复合材料厚板结构的屈曲分析和承载能力计算提供了一种新的方法。
Abstract:The compression stability of composite thick plates was studied. Firstly, the compression test was carried out on the thick plate structure of the composite fuselage. It was found that the bottom skin of the stringer was buckling first, and the stringer did not play the role of wave isolation. Secondly, the finite element linear and nonlinear analysis methods were carried out on the structure. The he buckling characteristics was verified. Finally, the stability analysis method was revised according to the test and analysis results. The buckling load and bearing capacity calculated by the modified analysis method were more accurate. A new method for buckling analysis and load-bearing capacity calculation of composite thick plate structures was established.
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Key words:
- composite /
- stiffened plates /
- thick plate /
- stability /
- load capacity /
- transverse shear
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表 1 材料属性
Table 1. Material properties
材料 E11/MPa E22/MPa G12/MPa μ12 M21C/IMA 148000 9650 4600 0.31 表 2 壁板结构复材部分铺层信息
Table 2. Layups for composite parts of stiffened panel
部位 铺层顺序 蒙皮考核区 [45,−45,0,45,−45,90,0,45,90,−45,45,
−45,0,45,90,−45,45,90,−45,0]s蒙皮过渡段 [45,−45,0,45,−45,90,−45,0,45,−45,90,45,−45,
90,45,−45,0,45,90,−45,45,0,90,45,0,90,−45,0]s长桁腹板 [45,0,0,90,0,−45,0,−45,0,45]s 长桁缘条 [45,0,0,90,0,−45,0,−45,0,45,−45,0,45] 表 3 试验结果分析
Table 3. Analysis of test results
应变片编号 拐点处应变/με 拐点处载荷/kN B-5 2 587 1 324 B-10 2 584 1 331 B-8 2 188 1 264 表 4 分析结果与试验结果对比
Table 4. Compare calculation results with test results
方法 类型 载荷/kN 误差/% 试验 屈曲载荷 1264 破坏载荷 1492 工程 屈曲载荷(修正前) 1624 28.50 屈曲载荷(修正后) 1255 −0.70 柱失稳载荷(不考虑横向剪切) 2384 59.80 柱失稳载荷(考虑横向剪切) 1273 −14.70 有限元分析 线性分析 1370 8.40 非线性分析 1319 4.40 -
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