首页> 外文期刊>Composite structures >Numerical simulation and constructal design applied to biaxial elastic buckling of plates of composite material used in naval structures
【24h】

Numerical simulation and constructal design applied to biaxial elastic buckling of plates of composite material used in naval structures

机译:应用于船舶结构复合材料板双轴弹性屈曲的数值模拟与构造设计

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

Thin plates when subjected to compressive loads can present a structural instability phenomenon known as buckling, causing displacements out of the plane of the plate. In addition, it is known that the use of composite materials in naval engineering can bring many benefits in the medium and long term, like the major corrosion resistance, when compared with steel structures. Moreover, for specific applications perforated plates are necessary, like passage of cables and pipes, inspection windows, among others. Therefore, to find the optimal geometry of a composite plate with a centered elliptical hole the Constructal Design (CD) was applied in association with the Exhaustive Search (ES) technique and Finite Element Method (FEM). The CD allows the evaluation of the geometry that provides the optimal distribution of imperfections, leading to the maximum value of the performance parameter used for the analysis of solids mechanics problems. Applying different laminations, it was observed an increase in the critical buckling load for a composite plate without perforations of up to 10.47. In its turn, despite suffering a reduction in the critical load value if compared to the plate without holes, an improvement of 16.89 was observed when optimal and worst geometries for the perforated plates are compared.
机译:薄板在承受压缩载荷时会出现一种称为屈曲的结构不稳定现象,导致板平面移出。此外,众所周知,与钢结构相比,在海军工程中使用复合材料可以在中长期带来许多好处,例如主要的耐腐蚀性。此外,对于特定应用,穿孔板是必要的,例如电缆和管道的通道、检查窗等。因此,为了找到具有中心椭圆孔的复合板的最佳几何形状,将构造设计(CD)与穷举搜索(ES)技术和有限元方法(FEM)相结合。CD 允许评估提供缺陷最佳分布的几何形状,从而获得用于分析固体力学问题的性能参数的最大值。应用不同的层压,观察到无穿孔的复合板的临界屈曲载荷增加了10.47%。反过来,尽管与无孔板相比,临界载荷值有所降低,但当比较穿孔板的最佳和最差几何形状时,观察到改善了 16.89%。

著录项

获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号