首页> 外文会议>AIAA/ASME/ASCE/AHS/ASC structures, structural dynamics and materials conference >Inter-Element Stabilization for Linear Large-Deformation Elements to Solve Coupled CFD/CSD Blast and Impact Problems
【24h】

Inter-Element Stabilization for Linear Large-Deformation Elements to Solve Coupled CFD/CSD Blast and Impact Problems

机译:线性大变形元素的元素间稳定,解决耦合的CFD / CSD爆炸和冲击问题

获取原文

摘要

In this work a stabilized large deformation element suitable for real coupled fluid/solid simulations is presented. The element uses a mixed interpolation (Q1/P0): Standard continuous tri-linear finite element (FE) functions for the kinematic variables (displacements, velocities and accelerations), and a constant pressure per element (piecewise discontinuous pressures). It is well known that this type of element may show spurious pressure modes (chessboard mode) when is used to approximate incompressible fields (i.e. plastic flow, incompressible fluids, etc,). The mathematical explanation for such a behavior is the element inability of fulfilling the BB condition (the element is not div-stable). However, in Codina et al., the P1/P0 element is stabilized by means of a variational multiscale method (VMS), and it is used to solve the Stokes problem (incompressible flow equations at very low Reynolds number). Following the ideas of the cited reference, the authors of this work added to the standard large-deformation Lagrangian FE (Galerkin) formulation, a stabilization contribution which is only evaluated over the inter-element boundaries. Such a term enforces in a weak manner the pressure continuity and, in that way, it adds control over the inter-element pressure jumps (in general this procedure may be used to stabilize elements with discontinuous pressures). The method is clearly consistent: At the continuous level the pressures are continuous and the new term enforces such continuity at the discrete level. The stabilized IEOSS-Q1/P0 solid element (Inter-Element Orthogonal Subgrid-Scale Stabilized Q1/P0 element) was embedded into an efficient FE scheme to deal with large deformation problems. Others main ingredients of the formulation are: Some phenomeno-logical material models (concrete, steel, sand, rock, etc,) to deal with damage and fracture of structures, a general contact algorithm which uses bin technology to perform the node-face searching operations in a very efficient manner, and a cracking procedure to deal with the topology changes due to crack propagation and fragment formation. All the schemes, contact included, have been fully parallelized and coupled using a loose-embedded procedure with the well-established CFD (computational fluid dynamics) code FEFLO. Several real 3D coupled CFD/CSD cases, two of them with experimental comparison, are presented to validate the scheme.
机译:在这项工作中,提出了适用于真实耦合流体/固体模拟的稳定的大变形单元。元素使用混合插值(Q1 / P0):运动变量(位移,速度和加速度)的标准连续三线性有限元(FE)函数,以及每个元素的恒定压力(分段不连续压力)。众所周知,当用于近似不可压缩的场(即塑性流动,不可压缩的流体等)时,这种类型的元件可能显示出杂散压力模式(棋盘模式)。这种行为的数学解释是元素不能满足BB条件(该元素不是div稳定的)。但是,在Codina等人中,P1 / P0元素是通过变分多尺度方法(VMS)来稳定的,并用于解决Stokes问题(雷诺数很低时不可压缩的流动方程)。遵循引用的参考文献的思想,这项工作的作者在标准的大变形拉格朗日有限元(Galerkin)公式中添加了稳定值,该稳定值仅在元素间边界上进行了评估。这样的术语以微弱的方式增强了压力的连续性,并以此方式增加了对元素间压力跳跃的控制(通常,此过程可用于稳定具有不连续压力的元素)。该方法显然是一致的:在连续水平上,压力是连续的,新术语在离散水平上强制了这种连续性。将稳定的IEOSS-Q1 / P0实体单元(单元间正交亚网格规模稳定的Q1 / P0单元)嵌入到有效的有限元方案中,以解决大变形问题。该配方的其他主要成分包括:一些用于处理结构损坏和断裂的现象学材料模型(混凝土,钢,沙子,岩石等),一种使用bin技术执行节点面搜索的通用接触算法。以非常有效的方式进行操作,以及处理因裂纹扩展和碎片形成而引起的拓扑结构变化的裂化程序。所有的方案,包括接触在内,都已经使用成熟的CFD(计算流体力学)代码FEFLO使用松散嵌入的程序进行了完全并行化和耦合。提出了几个真实的3D耦合CFD / CSD案例,其中两个进行了实验比较,以验证该方案。

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