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A plane stress finite element model for elastic-plastic mode I/II crack growth.

机译:弹塑性模式I / II裂纹扩展的平面应力有限元模型。

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摘要

A finite element program has been developed to perform quasi-static, elastic-plastic crack growth simulations. The model provides a general framework for mixed-mode I/II elastic-plastic fracture analysis using small strain assumptions and plane stress, plane strain, and axisymmetric finite elements.; Cracks are modeled explicitly in the mesh. As the cracks propagate, automatic remeshing algorithms delete the mesh local to the crack tip, extend the crack, and build a new mesh around the new tip. State variable mapping algorithms transfer stresses and displacements from the old mesh to the new mesh. The von Mises material model is implemented in the context of a non-linear Newton solution scheme. The fracture criterion is the critical crack tip opening displacement, and crack direction is predicted by the maximum tensile stress criterion at the crack tip. The implementation can accommodate multiple curving and interacting cracks. An additional fracture algorithm based on nodal release can be used to simulate fracture along a horizontal plane of symmetry. A core of plane strain elements can be used with the nodal release algorithm to simulate the triaxial state of stress near the crack tip.; Verification and validation studies compare analysis results with experimental data and published three-dimensional analysis results. Fracture predictions using nodal release for compact tension, middle-crack tension, and multi-site damage test specimens produced accurate results for residual strength and link-up loads. Curving crack predictions using remeshing/mapping were compared with experimental data for an Arcan mixed-mode specimen. Loading angles from 0 degrees to 90 degrees were analyzed. The maximum tensile stress criterion was able to predict the crack direction and path for all loading angles in which the material failed in tension. Residual strength was also accurately predicted for these cases.
机译:开发了一个有限元程序来执行准静态,弹塑性裂纹扩展模拟。该模型为使用小应变假设以及平面应力,平面应变和轴对称有限元的混合模式I / II弹塑性断裂分析提供了通用框架。裂缝在网格中明确建模。随着裂纹的扩展,自动重新网格划分算法会删除裂纹尖端局部的网格,扩展裂纹,并围绕新尖端构建新的网格。状态变量映射算法将应力和位移从旧网格传递到新网格。 von Mises材料模型是在非线性牛顿解决方案的上下文中实现的。断裂准则是临界裂纹尖端的开度位移,裂纹方向由裂纹尖端的最大拉应力准则来预测。该实现可以容纳多个弯曲和相互作用的裂缝。可以使用基于节点释放的其他断裂算法来模拟沿对称水平面的断裂。平面应变单元的核心可与节点释放算法一起使用,以模拟裂纹尖端附近的三轴应力状态。验证和确认研究将分析结果与实验数据进行比较,并发布了三维分析结果。使用节点释放进行的压紧,中裂纹和多部位破坏测试样本的断裂预测可得出残余强度和连接载荷的准确结果。将使用重新网格化/映射的弯曲裂纹预测与Arcan混合模式样本的实验数据进行了比较。分析了从0度到90度的加载角度。最大拉伸应力准则能够预测材料在拉伸中失败的所有加载角度的裂纹方向和路径。还可以准确预测这些情况下的残余强度。

著录项

  • 作者

    James, Mark Anthony.;

  • 作者单位

    Kansas State University.;

  • 授予单位 Kansas State University.;
  • 学科 Engineering Mechanical.; Engineering Materials Science.
  • 学位 Ph.D.
  • 年度 1998
  • 页码 112 p.
  • 总页数 112
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 机械、仪表工业;工程材料学;
  • 关键词

  • 入库时间 2022-08-17 11:48:26

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