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Prediction of Bending Collapse Behaviours of Thin-Walled Open Section Beams

机译:薄壁开口截面梁的弯曲破坏行为预测

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摘要

Crushing behaviours of thin-walled open section beams are simulated using the simplified kinematic models. Systematic process of simulation is presented and applied to L-section and I-section beams. Basic processes can be conceptually divided into composition of mode shapes, location of deforming elements as a function of global process control parameter, calculation of plastic work done, estimation of mode parameters and calculation of crushing behaviours. A systematic numerical method is suggested to determine geometry and mode parameters according to the progress of collapse since it is generally very complicated to obtain closed form expressions for bending collapse problems. In the present method, mode parameters are determined by minimizing the plastic work done at very early stage of collapse, while it has been done conventionally by minimizing the mean crushing force. The results are in good agreement with those from finite element analyses and from the literature.
机译:使用简化的运动学模型模拟了薄壁开口截面梁的破碎行为。介绍了系统的仿真过程,并将其应用于L型截面和I型截面梁。基本过程可以从概念上分为模态形状的组成,作为全局过程控制参数的函数的变形元素的位置,完成的塑性功的计算,模态参数的估计以及压碎行为的计算。建议使用一种系统的数值方法来根据坍塌的进展确定几何形状和模态参数,因为获得弯曲塌陷问题的闭合形式表达式通常非常复杂。在本方法中,模式参数是通过最小化在坍塌的非常早期阶段完成的塑性功来确定的,而传统上是通过最小化平均压碎力来确定的。结果与有限元分析和文献中的结果吻合良好。

著录项

  • 来源
    《Thin-Walled Structures》 |1996年第3期|p.185-206|共22页
  • 作者

    Moon Shik Park; Byung Chai Lee;

  • 作者单位

    Aerospace Division, Daewoo Heavy Industries Ltd, 292-3, Songchon-dong, Taeduk-gu, Taejon, Korea;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑结构;
  • 关键词

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