STUDY OF THERMAL CONDUCTION PROBLEM USING COUPLED PERIDYNAMICS AND FINITE ELEMENT METHOD
LiuShuo1, FangGuodong1,*,, WangBing1, FuMaoqing1, LiangJun2,*, 1 Science and Technology on Advanced Composites in Special Environments Key Laboratory, Harbin Institute of Technology, Harbin 150001, China2 Institute of Advanced Structure Technology, Beijing Institute of Technology,Beijing 100081, China 中图分类号:O34
关键词:近场动力学;耦合;有限元法;热传导 Abstract To accurately model discontinuous problems with cracks is one important topic in computational mechanics. It is very difficult to solve discontinuous problems using continuum mechanics methods based on partial differential equations. However, peridynamics (PD), a non-local theory based on integral equations, has great advantages in solving these problems. In this paper, a new method is proposed to solve heat conduction problems with cracks using coupled PD and finite element method (FEM). This method has both the advantage of the computational efficiency of FEM and the advantage of PD in solving discontinuous problems. The computational domain can be partitioned into two regions, PD region and FEM region. The region containing the crack is modeled by PD, and the other region is modeled by FEM. Application of the coupling scheme proposed in this paper is simple and convenient, since there is no need to introduce an overlapping region between PD region and FEM region. As for the coupling approach, the PD particle is connected non-locally to all particles (PD particles and finite element nodes) within its horizon, whereas the finite element node interacts with other nodes in the finite element manner. The heat conduction matrices of FEM and the matrices of the interaction between PD particles are combined to be a global heat conduction matrix. The Guyan reduction method is used to further reduce the computational cost. The temperature fields of a one-dimensional bar and a two-dimensional plate obtained by the coupling approach are compared with classical solutions. Results show that the proposed coupling method is accurate and efficient. The coupling scheme can be extended to solve crack propagation problems with the thermo-mechanical load.
分别采用传统FEM理论、本文耦合方案和PD理论对含裂纹二维温度场进行模拟,采用式(23) (第一类边 界条件)的模拟结果如图12所示,采用式(24) (第二类边界条件)的模拟结果如图13所示. 从图12和图13可以看出,在以上两类边界条件下,裂纹上下表面的温度梯度最大,这是因为裂纹的存在阻断了热量的传播. 由于裂纹的阻隔以及左右边界的散热,热量几乎不能传到裂纹下侧. 显示原图|下载原图ZIP|生成PPT 图12第一类边界条件下含裂纹二维温度场模拟结果 -->Fig. 12Temperature field results of two-dimensional problem with crack under the first kind of boundary condition -->
显示原图|下载原图ZIP|生成PPT 图13第二类边界条件下含裂纹二维温度场模拟结果 -->Fig. 13Temperature field results of two-dimensional problem with crack under the second kind of boundary condition -->
对比图9与图12,图13可知,模型中的裂纹对温度场分布造成了很大的影响. 此外,本文耦合方案的结果与传统FEM理论、PD理论的结果相吻合. 需要指出,本文的耦合方案以及PD模拟结果由编制的MATLAB程序实现,程序采用显式计算,对以上两个算例均采用1000个 增量步进行计算,计算时间如表2所示 Table 2 表2 表2计算时间对比 Table 2Calculation of time contrast
新窗口打开 从表2可以看出,本文耦合方案和PD模型相比可以在保证计算精度的前提下将计算效率提高5倍左右,这充分说明了本文耦合方案的在提高计算效率上的优势. 本文计算采用计算机的硬件条件如下: 处理器: i5-4590 CPU @3.30 GHz 内存: 16.00 GB 操作系统: Windows 10 Enterprise 64 bit
3 结 论
本文给出了有效处理含裂纹结构热传导问题的一种新的有限元与近场动力学耦合方法. 该方法结合了近场动力学处理含裂纹问题和有限单元法处理连续问题的优势,并应用Guyan缩聚法进一步减小计算量. 通过数值算例表明,本文耦合方法得到的温度场结果准确. 利用该耦合方案可以进一步拓展到热力耦合条件下含裂纹材料和结构的裂纹扩展问题. The authors have declared that no competing interests exist.
(MaTianbao, RenHuilan, LiJian, et al.Large scale high precision computation for explosion and impact problems ., 2016, 48(3): 599-608 (in Chinese)) [本文引用: 1]
(LuDechun, LiMeng, WangGuosheng, et al.Study on strain rate effect and strength criterion of concrete under static-dynamic coupled loading ., 2017, 49(4): 940-952 (in Chinese)) [本文引用: 2]
[5]
SillingSA, LehoucqRB.Peridynamic theory of solid mechanics ., 2010, 44: 73-168 [本文引用: 1]
[6]
SillingSA.Origin and effect of nonlocality in a composite ., 2014, 9(2): 245-258 [本文引用: 1]
[7]
GuX, ZhangQ, HuangD, et al.Wave dispersion analysis and simulation method for concrete SHPB test in peridynamics ., 2016, 160: 124-137
[8]
MadenciE, OterkusE.Peridynamic Theory and Its Application . , 2014: 203-244 [本文引用: 1]
(ZhangQing, GuXin, YuYangtian.Peridynamics simulation for dynamic response of granular materials under impact loading, , 2016, 48(1): 56-63 (in Chinese))
MacekRW, SillingSA.Peridynamics via finite element analysis ., 2007, 43(15): 1169-1178 [本文引用: 2]
[17]
KilicB, MadenciE.Coupling of peridynamic theory and the finite element method ., 2010, 5(5): 707-733
[18]
LiuW, HongJW.A coupling approach of discretized peridynamics with finite element method ., 2012, 245: 163-175
[19]
GalvanettoU, MudricT, ShojaeiA, et al.An effective way to couple FEM meshes and peridynamics grids for the solution of static equilibrium problems ., 2016, 76: 41-47
[20]
SelesonP, BeneddineS, PrudhommeS.A force-based coupling scheme for peridynamics and classical elasticity ., 2013, 66: 34-49
[21]
LubineauG, AzdoudY, HanF, et al.A morphing strategy to couple non-local to local continuum mechanics ., 2012, 60(6): 1088-1102 [本文引用: 1]
[22]
AzdoudY, HanF, LubineauG.A morphing framework to couple non-local and local anisotropic continua ., 2013, 50(9): 1332-1341 [本文引用: 1]
[23]
HanF, LubineauG, AzdoudY, et al.A morphing approach to couple state-based peridynamics with classical continuum mechanics ., 2016, 301: 336-358 [本文引用: 1]
(WangFei, MaYu’e, GuoYanning.Effects of kernel parameters of peridynamic theory on heat conduction numerical solution for non-homogeneous material ., 2017, 35(2): 203-207 (in Chinese)) [本文引用: 1]
[31]
SillingSA.Reformulation of elasticity theory for discontinuities and long-range forces ., 2000, 48(1): 175-209 [本文引用: 1]
[32]
ChengZ, ZhangG, WangY, et al.A peridynamic model for dynamic fracture in functionally graded materials ., 2015, 133: 529-546 [本文引用: 1]
(QiuJibao, XiangShuhong, Zhang Zhengping. Computational Structure Dynamics.Hefei: University of Science and Technology of China Press, 2009: 352-354 (in Chinese)) [本文引用: 1]
[35]
HaYD, BobaruF.Studies of dynamic crack propagation and crack branching with peridynamics ., 2010, 162(1): 229-244 [本文引用: 1]