首页> 外文期刊>Finite Elements in Analysis and Design >Global-local finite element stress analysis of thick laminate multi-bolt joints in large-scale structures
【24h】

Global-local finite element stress analysis of thick laminate multi-bolt joints in large-scale structures

机译:大型结构中厚板多层螺栓连接的局部局部有限元应力分析

获取原文
获取原文并翻译 | 示例

摘要

Accurately accessing the three-dimensional stress distribution through the thickness surrounding the bolt hole is necessary to identify the most effective multi-bolt single-lap joint design in large-scale thick laminate structures. To decrease computing time and resources, a two-dimensional to three-dimensional globaf-local finite element numerical method is presented, in which both the local zone selection strategy and boundary constraints applying method are discussed in detail. And both the contact stress and the stress components around the fastener hole are analyzed by using the proposed global-local method. Through analysis, it is found that the contact stress is concentrated in the layers that are close to the shear plane; the σ_(11) is much higher than other stress components; most of the stress components conform cosine distribution around the fastener hole; the out-of-plane stress and interlaminate shear stress are quite high in the layers close to the shear plane; the stress distributions of different layers are depended on the ply angles of the specified layer; the effectiveness of the global-local model procedure in reducing the computation effort is obvious and this methodology is applicable to other detailed stress/ strain analysis problems in large-scale structures.
机译:通过螺栓孔周围的厚度准确获取三维应力分布对于确定大型厚层压板结构中最有效的多螺栓单搭接接头设计是必要的。为了减少计算时间和资源,提出了一种二维至三维球状局部有限元数值方法,其中详细讨论了局部区域选择策略和边界约束应用方法。利用所提出的全局局部方法对扣件孔周围的接触应力和应力分量进行了分析。通过分析,发现接触应力集中在靠近剪切平面的层中。 σ_(11)比其他应力分量高得多;大多数应力分量符合扣孔周围的余弦分布;在靠近剪切平面的层中,平面外应力和层间剪切应力很高。不同层的应力分布取决于指定层的层角。全局局部模型程序在减少计算量方面的有效性是显而易见的,并且该方法适用于大型结构中的其他详细应力/应变分析问题。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
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