Investigation on the effect of density ratio on the convergence behavior of partitioned method for fluid–structure interaction simulation

In order to investigate the effect of density ratio of fluid and solid on the convergence behavior of partitioned FSI algorithm, three strong-coupling partitioned algorithms (fixed-point method with a constant under-relaxation parameter, Aitken’s method and Quasi-Newton inverse least squares (QN-ILS) method) have been considered in the context of finite element method. We have employed the incompressible Navier–Stokes equations for a Newtonian fluid domain and the total Lagrangian formulation for a non-linear motion of solid domain. Linear-elastic (hyper-elastic) model has been employed for solid material with small (large) deformation. A pulsatile inlet-flow interacting with a 2D circular channel of linear-elastic material and a pressure wave propagation in a 3D flexible vessel have been simulated. Both linear-elastic and hyper-elastic (Mooney–Rivlin) models have been adopted for the 3D flexible vessel. From the present numerical experiments, we have found that QN-ILS outperforms the others leading to a robust convergence regardless of the density ratio for both linear-elastic and hyper-elastic models. On the other hand, the performances of the fixed-point method with a constant under-relaxation parameter and the Aitken’s method depend strongly on the density ratio, relaxation parameter selected for coupling iteration, and degree of deformation. Although the QN-ILS of this work is still slower than a monolithic method for serial computation, it has an advantage of easier parallelization due to the modularity of the partitioned FSI algorithm.     

n-拉回范畴的核

在Abel范畴C中,定义,n-拉回态射,在此基础上建立,n-拉回范畴C*,即C*是以范畴C中n-拉回为对象,n-拉回态射为态射.并进一步证明了 n-拉回范畴C*中核是存在的,这推广了文[1]的结论.     

两种预投射分支的差异

刻划了两种预投射分支的本质差异 ,并给出了一个反例 ,说明这两种分支是不同的     

On the Block Independence in G-Inverse and Reflexive Inner Inverse of A Partitioned Matrix

By applying the multiple quotient singular value decomposition QQQQQ-SVD, we study the block independence in g-inverse and reflexive inner inverse of 2× 2 partitioned matrices, and prove a conjecture in [Yiju Wang, SIAM J. Matrix Anal. Appl., 19（2）, 407-415（1998）].     

S-系的余直积

在模范畴中一簇左R-模的余直积即是它们直和，而在中心S-范畴中，余直各表现为零直并．考虑到模范畴与S-系范畴之间的联系，本章首先给出了中心S-系范畴中余直积的一个充要条件，进而利用一般S-系范畴和一元S-系的不交并含零元这一性质。将该充要条件推广到了一般S-系范畴中（定理2．5），成功的给出余直积的一个具体刻画．     

核电结构土-结相互作用分析分区混合计算方法

土-结构相互作用分析是核电结构进行抗震设计和安全评估的重要环节.在核电结构的土-结相互作用分析中,阻尼和非线性是影响结构反应的重要因素.若采用频域分析,可以方便考虑阻尼,但需通过等效线性化来考虑非线性,不适合于强震作用下的土体非线性.若采用时域分析的逐步积分方法,适合于考虑非线性,但材料阻尼一般采用瑞利阻尼模型,除了紧靠指定阻尼比的少数几个振型外,其他振型的反应将受到瑞利阻尼模型所确定的大阻尼所抑制,造成地震反应与真实情形有较大差异.若采用时域分析的模态叠加法,可合理计入阻尼效应,但模态叠加法不能考虑非线性.因此,如何合理考虑阻尼和非线性是核电结构土-结相互作用分析需要关注的问题.基于此,本文提出一种模态叠加和时步积分结合的土-结相互作用分区算法.其中,出于安全性考虑,地震作用下核电主体结构一般不允许进入非线性,因此结构可采用模态叠加方法,以便合理考虑结构阻尼;土体和基础采用显式时步积分法,可考虑土体非线性;通过人工边界条件考虑无限域的影响(辐射阻尼).通过简单算例对该方法进行了验证,并用于CAP1400核电结构的土-结相互作用分析中,对比分析了采用模态阻尼和瑞利阻尼时核电结构和场地反...     

Harmonic polynomial morphisms between Euclidean spaces

Two non-existence theorems on harmonic polynomial morphisms between Euclidean spaces have been shown. Project supported partially by the National Natural Science Foundation of China (Grant No. 19531050) and the State Education Commission Foundation of China.     

效应代数的表示及弱表示

目的给出效应代数的表示及弱表示的定义,研究幂集和布尔代数的可表示性。方法用效应代数表示的定义及效应代数中态射的性质得出结论。结果证明了E是可表示的,则E是弱可表示的;若E是弱可表示的,则由E到Hilbert空间效应代数的强态射诱导的效应代数是可表示的;布尔代数格同构和效应代数同构是一致的。结论幂集作为一个效应代数是可表示的,任何有限布尔代数是可表示的效应代数。