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国家自然科学基金(11002054)

作品数:7 被引量:13H指数:3
相关作者:李庆华陈莘莘薛志清刘应华欧蔓丽更多>>
相关机构:湖南工业大学清华大学更多>>
发文基金:国家自然科学基金更多>>
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动力弹塑性分析的无网格自然单元法被引量:4
2011年
基于无网格自然单元法,提出了结构动力弹塑性响应分析的一条新途径.自然单元法是一种新兴的无网格数值计算方法,其实质是基于自然邻近插值的伽辽金法.自然单元法在本质边界条件的施加上较采用移动最小二乘法的无网格法具有明显的优势.在空间域上采用自然单元法离散,并运用加权余量法推导了动力弹塑性分析的离散控制方程.然后,采用预校正形式的Newmark法在时间域上进行求解.最后给出了数值算例,并验证了所提方法的有效性和正确性.
陈莘莘李庆华刘应华薛志清
关键词:无网格法自然单元法动力响应弹塑性
A scaled boundary node method applied to two-dimensional crack problems被引量:2
2012年
A boundary-type meshless method called the scaled boundary node method(SBNM) is developed to directly evaluate mixed mode stress intensity factors(SIFs) without extra post-processing.The SBNM combines the scaled boundary equations with the moving Kriging(MK) interpolation to retain the dimensionality advantage of the former and the meshless attribute of the latter.As a result,the SBNM requires only a set of scattered nodes on the boundary,and the displacement field is approximated by using the MK interpolation technique,which possesses the δ function property.This makes the developed method efficient and straightforward in imposing the essential boundary conditions,and no special treatment techniques are required.Besides,the SBNM works by weakening the governing differential equations in the circumferential direction and then solving the weakened equations analytically in the radial direction.Therefore,the SBNM permits an accurate representation of the singularities in the radial direction when the scaling center is located at the crack tip.Numerical examples using the SBNM for computing the SIFs are presented.Good agreements with available results in the literature are obtained.
陈莘莘李庆华刘应华
关键词:应力强度因子插值技术本质边界条件
平面正交各向异性体材料参数识别的新方法被引量:1
2013年
为有效确定平面正交各向异性体的材料参数,提出一种基于比例边界有限元法(Scaled Boundary Finite Element Method,SBFEM)和混合粒子群算法的识别方法.该方法以测量位移与SBFEM计算相应的位移之差的平方和最小为基础,采用粒子群优化(Particle Swarm Optimization,PSO)算法全局搜索材料参数.为加快收敛速度和提高反演识别精度,在PSO算法中引入自然选择的机制.采用SBFEM进行正分析问题计算时,只需对计算域边界进行数值离散,大大减少计算量.相对于边界元法,SBFEM不需要基本解.数值算例表明所提出的方法有效.
陈莘莘李庆华陈海涛
关键词:比例边界有限元法反分析方法粒子群优化算法
A meshless model for transient heat conduction analyses of 3D axisymmetric functionally graded solids被引量:3
2013年
A meshless numerical model is developed for analyzing transient heat conductions in three-dimensional(3D) axisymmetric continuously nonhomogeneous functionally graded materials(FGMs). Axial symmetry of geometry and boundary conditions reduces the original 3D initial-boundary value problem into a two-dimensional(2D) problem. Local weak forms are derived for small polygonal sub-domains which surround nodal points distributed over the cross section. In order to simplify the treatment of the essential boundary conditions, spatial variations of the temperature and heat flux at discrete time instants are interpolated by the natural neighbor interpolation. Moreover, the using of three-node triangular finite element method(FEM) shape functions as test functions reduces the orders of integrands involved in domain integrals. The semi-discrete heat conduction equation is solved numerically with the traditional two-point difference technique in the time domain. Two numerical examples are investigated and excellent results are obtained, demonstrating the potential application of the proposed approach.
李庆华陈莘莘曾骥辉
关键词:功能梯度材料网格模型
压电结构动力分析的无网格自然单元法
2012年
自然单元法是一种新兴的无网格数值计算方法,在本质边界条件的施加上较采用移动最小二乘法的无网格法具有明显的优势。将无网格自然单元法与精细积分法相结合,提出了压电结构动力响应分析的一条新途径。在空间域上采用自然单元法离散,并运用加权余量法推导了压电结构动力分析的离散控制方程。然后,采用精细积分法在时间域上进行求解。最后给出了数值算例,并验证了所提方法的有效性和正确性。
陈莘莘李庆华刘应华薛志清
关键词:无网格法自然单元法压电材料精细积分
中厚板弯曲问题的Kriging插值无网格法被引量:4
2013年
基于Reissner-Mindlin板弯曲理论,将Kriging插值无网格法应用于中厚板弯曲问题,推导相应的离散方程.该方法可以只依赖于一组离散的节点建立试函数,有效地避免了复杂的网格划分和网格畸变的影响.相对于无网格法中常用的移动最小二乘近似而言,滑动Kriging插值法的形函数满足Kronecker delta函数性质,可以直接施加本质边界条件.算例分析表明,用Kriging插值无网格法分析中厚板弯曲问题,具有效率高,精度高和易于实现等优点.
陈莘莘李庆华欧蔓丽
关键词:中厚板无网格法
MODE III 2-D FRACTURE ANALYSIS BY THE SCALED BOUNDARY FINITE ELEMENT METHOD
2013年
The scaled boundary finite element method(SBFEM)is a novel semi-analytical technique that combines the advantages of the finite element method and the boundary element method with unique properties of its own.This method has proven very efcient and accurate for determining the stress intensity factors(SIFs)for mode I and mode II two-dimensional crack problems.One main reason is that the SBFEM has a unique capacity of analytically representing the stress singularities at the crack tip.In this paper the SBFEM is developed for mode III(out of plane deformation)two-dimensional fracture analysis.In addition,cubic B-spline functions are employed in this paper for constructing the shape functions in the circumferential direction so that higher continuity between elements is obtained.Numerical examples are presented at the end to demonstrate the simplicity and accuracy of the present approach for mode III two-dimensional fracture analysis.
Shenshen ChenQinghua LiYinghua LiuZhiqing Xue
关键词:比例边界有限元法应力强度因子半解析法边界元法
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