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Adaptive discontinuous finite element quadrature sets over an icosahedron for discrete ordinates method 被引量:2
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作者 Ni Dai Bin Zhang +1 位作者 Yi-Xue Chen Dao-Gang Lu 《Nuclear Science and Techniques》 SCIE EI CAS CSCD 2021年第9期94-104,共11页
The discrete ordinates(S N)method requires numerous angular unknowns to achieve the desired accu-racy for shielding calculations involving strong anisotropy.Our objective is to develop an angular adaptive algorithm in... The discrete ordinates(S N)method requires numerous angular unknowns to achieve the desired accu-racy for shielding calculations involving strong anisotropy.Our objective is to develop an angular adaptive algorithm in the S N method to automatically optimize the angular distribution and minimize angular discretization errors with lower expenses.The proposed method enables linear dis-continuous finite element quadrature sets over an icosahe-dron to vary their quadrature orders in a one-twentieth sphere so that fine resolutions can be applied to the angular domains that are important.An error estimation that operates in conjunction with the spherical harmonics method is developed to determine the locations where more refinement is required.The adaptive quadrature sets are applied to three duct problems,including the Kobayashi benchmarks and the IRI-TUB research reactor,which emphasize the ability of this method to resolve neutron streaming through ducts with voids.The results indicate that the performance of the adaptive method is more effi-cient than that of uniform quadrature sets for duct transport problems.Our adaptive method offers an appropriate placement of angular unknowns to accurately integrate angular fluxes while reducing the computational costs in terms of unknowns and run times. 展开更多
关键词 Shielding calculation discrete ordinates method Angular adaptivity Discontinuous finite element
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Determination of penetration depth at high velocity impact using finite element method and artificial neural network tools 被引量:4
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作者 Nam?k KILI? Blent EKICI Selim HARTOMACIOG LU 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2015年第2期110-122,共13页
Determination of ballistic performance of an armor solution is a complicated task and evolved significantly with the application of finite element methods(FEM) in this research field.The traditional armor design studi... Determination of ballistic performance of an armor solution is a complicated task and evolved significantly with the application of finite element methods(FEM) in this research field.The traditional armor design studies performed with FEM requires sophisticated procedures and intensive computational effort,therefore simpler and accurate numerical approaches are always worthwhile to decrease armor development time.This study aims to apply a hybrid method using FEM simulation and artificial neural network(ANN) analysis to approximate ballistic limit thickness for armor steels.To achieve this objective,a predictive model based on the artificial neural networks is developed to determine ballistic resistance of high hardness armor steels against 7.62 mm armor piercing ammunition.In this methodology,the FEM simulations are used to create training cases for Multilayer Perceptron(MLP) three layer networks.In order to validate FE simulation methodology,ballistic shot tests on 20 mm thickness target were performed according to standard Stanag 4569.Afterwards,the successfully trained ANN(s) is used to predict the ballistic limit thickness of 500 HB high hardness steel armor.Results show that even with limited number of data,FEM-ANN approach can be used to predict ballistic penetration depth with adequate accuracy. 展开更多
关键词 人工神经网络 有限元法 穿透深度 性能测定 高速冲击 有限元模拟 fem模拟 工具
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A Brief Summary of Finite Element Method Applications to Nonlinear Wave-structure Interactions
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作者 王赤忠 吴国雄 《Journal of Marine Science and Application》 2011年第2期127-138,共12页
We review recent advances in the finite element method (FEM) simulations of interactions between waves and structures. Our focus is on the potential theory with the fully nonlinear or second-order boundary condition. ... We review recent advances in the finite element method (FEM) simulations of interactions between waves and structures. Our focus is on the potential theory with the fully nonlinear or second-order boundary condition. The present paper has six sections. A review of previous work on interactions between waves and ocean structures is presented in Section one. Section two gives the mathematical formulation. In Section three, the finite element discretization, mesh generation and the finite element linear system solution methods are described. Section four presents numerical methods including time marching schemes, computation of velocity, remeshing and smoothing techniques and numerical radiation conditions. The application of the FEM to the wave-structure interactions are presented in Section five followed by the concluding remarks in Section six. 展开更多
关键词 finite element method (fem mesh generation nonlinear water waves wave-structure interactions
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A multithreaded parallel upwind sweep algorithm for the S_(N) transport equations discretized with discontinuous finite elements
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作者 Zhi‑Wei Zong Mao‑Song Cheng +1 位作者 Ying‑Chi Yu Zhi‑Min Dai 《Nuclear Science and Techniques》 SCIE EI CAS CSCD 2023年第12期229-241,共13页
The complex structure and strong heterogeneity of advanced nuclear reactor systems pose challenges for high-fidelity neutron-shielding calculations. Unstructured meshes exhibit strong geometric adaptability and can ov... The complex structure and strong heterogeneity of advanced nuclear reactor systems pose challenges for high-fidelity neutron-shielding calculations. Unstructured meshes exhibit strong geometric adaptability and can overcome the deficiencies of conventionally structured meshes in complex geometry modeling. A multithreaded parallel upwind sweep algorithm for S_(N) transport was proposed to achieve a more accurate geometric description and improve the computational efficiency. The spatial variables were discretized using the standard discontinuous Galerkin finite-element method. The angular flux transmission between neighboring meshes was handled using an upwind scheme. In addition, a combination of a mesh transport sweep and angular iterations was realized using a multithreaded parallel technique. The algorithm was implemented in the 2D/3D S_(N) transport code ThorSNIPE, and numerical evaluations were conducted using three typical benchmark problems:IAEA, Kobayashi-3i, and VENUS-3. These numerical results indicate that the multithreaded parallel upwind sweep algorithm can achieve high computational efficiency. ThorSNIPE, with a multithreaded parallel upwind sweep algorithm, has good reliability, stability, and high efficiency, making it suitable for complex shielding calculations. 展开更多
关键词 Shielding calculation discrete ordinates method Discontinuous Galerkin finite element method Unstructured meshes
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ALE FINITE ELEMENT ANALYSIS OF NONLINEAR SLOSHING PROBLEMS BASED ON F LUID VELOCITY POTENTIAL 被引量:1
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作者 陈建平 周儒荣 万水 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2003年第1期23-29,共7页
Base d on fluid velocity potential, an ALE finite element formulation for the analysi s of nonlinear sloshing problems has been developed. The ALE kinemat ical description is introduced to move the computational mesh... Base d on fluid velocity potential, an ALE finite element formulation for the analysi s of nonlinear sloshing problems has been developed. The ALE kinemat ical description is introduced to move the computational mesh independently of f luid motion, and the container fixed noninertial coordinate system is employed to establish the governing equations so that the mesh is needed to be updated in this coordinate system only. This leads to a very simple mesh moving algorithm which makes it easy to trace the motion of the moving boundaries and the free su rface without producing undesirable distortion of the computational mesh. The fi nite element method and finite difference method are used spacewise and timewise , respectively. A numerical example involving either forced horizontal oscillati on or forced pitching oscillation of the fluid filled container is presented to illustrate the effectiveness and the robustness of the method. In additi on, this work can be extended for the fluid structure interaction problems. 展开更多
关键词 nonlinear sloshing ar bitrary Lagrangian Eulerian (ALE) description finite element method (fem) n umerical simulation moving boundary
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Finite Element Modeling and Modal Analysis of Complicated Structure with Bolted Joints 被引量:3
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作者 蒲大宇 廖日东 +1 位作者 左正兴 冯慧华 《Journal of Beijing Institute of Technology》 EI CAS 2009年第3期273-277,共5页
A contact bolt model is proposed as a new modeling technique to investigate the complex structure with bolted joints for modal analysis and compared with the coupled bolt model, and the test results are given. Among t... A contact bolt model is proposed as a new modeling technique to investigate the complex structure with bolted joints for modal analysis and compared with the coupled bolt model, and the test results are given. Among these models, the coupled bolt model provides the best accurate responses compared with the experimental results. The contact bolt model shows the best effectiveness and usefulness in view of operational time. The bolt models proposed in this study are adopted for a dynamic characteristic analysis of a large diesel engine consisting of several parts which are connected by many bolts. The dynamic behavior of the entire engine structure was investigated by experiment. The coupled bolt model and the contact bolt model were applied to model the assembly of engine with high preload. The experimental results are in good agreement with the finite element method (FEM) results. Compared with the other models, the contact bolt model presented in this paper is more effective and useful in view of operational time and experience of analysts. 展开更多
关键词 finite element method(fem bolted joints modal analysis internal combustion engine
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The Numerical Integration of Discrete Functions on a Triangular Element
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作者 陆宏轮 仇文革 关宝树 《Journal of Modern Transportation》 2001年第1期50-42,51-58,共10页
With the application of Hammer integral formulas of a continuous function on a triangular element, the numerical integral formulas of some discrete functions on the element are derived by means of decomposition and re... With the application of Hammer integral formulas of a continuous function on a triangular element, the numerical integral formulas of some discrete functions on the element are derived by means of decomposition and recombination of base functions. Hammer integral formulas are the special examples of those of the paper. 展开更多
关键词 numerical integration discrete functions finite element method base function triangular element
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基于CFD-DEM的离散多块石入水-沉降-触底过程数值模拟
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作者 常姝琪 及春宁 +1 位作者 曹永华 岳长喜 《振动与冲击》 北大核心 2025年第8期160-168,219,共10页
结合有限元离散元方法(finite-discrete element method,FDEM),对计算流体力学(computational fluid dynamics,CFD)软件FLOW-3D进行二次开发,建立了基于CFD-DEM的流固耦合模型,模拟了多块石入水、沉降以及触底的动力过程,分析了不同块... 结合有限元离散元方法(finite-discrete element method,FDEM),对计算流体力学(computational fluid dynamics,CFD)软件FLOW-3D进行二次开发,建立了基于CFD-DEM的流固耦合模型,模拟了多块石入水、沉降以及触底的动力过程,分析了不同块石等效直径、形状和入水速度对触底速度和反力的影响。研究发现,块石入水后速度迅速减小,并逐渐趋于定值,随后做动态平衡沉降运动,直至与底面发生碰撞。块石抛填的触底速度随等效直径的增大而增大,不同等效直径下球形块石触底速度绝对值最大,其次是纺锤形块石,最小为圆盘形块石。最大触底反力也随等效直径的增大而增大,成非线性关系,通过拟合得到了触底反力的经验公式。显著性分析结果表明,块石等效直径对触底反力影响最大,其次是块石形状,最小为入水速度。 展开更多
关键词 块石抛填 触底速度 触底反力 联合有限元离散元(Fdem) 流固耦合
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基于DEM-FDM耦合的平行隧道间钢套管下旋施工影响研究
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作者 徐泽宇 杨涛 周小波 《岩土工程学报》 EI CAS 北大核心 2025年第1期207-216,共10页
采用离散元-有限差分耦合数值方法研究平行隧道间钢套管下旋施工的影响。根据工程实例建立数值模型,并通过对比模拟值与实测值验证了数值分析方法的合理性。数值模型分析了双隧道-静压、双隧道-旋压、单隧道-旋压等3种工况下隧道和土层... 采用离散元-有限差分耦合数值方法研究平行隧道间钢套管下旋施工的影响。根据工程实例建立数值模型,并通过对比模拟值与实测值验证了数值分析方法的合理性。数值模型分析了双隧道-静压、双隧道-旋压、单隧道-旋压等3种工况下隧道和土层的受力变形特性。结果表明:钢套管旋压施工导致隧道产生的横向位移为静压施工的163.5%,单隧道工况下的隧道横、竖向变形分别较双隧道工况增加32.7%和53.4%;旋压相较于静压可以有效减小管片的收敛变形,而单隧道工况的收敛变形为双隧道工况的2倍;旋压工况下,随钢套管沉入深度增加,旋转指数先增加后减小,最大值发生在套管下沉至隧道拱顶附近,而在静压工况下需重点关注竖向旋转引起的管片错位;对于双隧道-旋压工况,应重点关注施工初期由于土体水平位移引起的地层变位和施工后期土体竖向位移可能导致的机械倾覆和钢套管的垂直度误差;隧道管片应力分布区域及特征与钢套管动态施工过程紧密相关,应在不同阶段采用相应的管片补强措施。 展开更多
关键词 桩基础 隧道工程 离散元-有限差分法 钢套管 受力变形
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颗粒驱动软体驱动器设计及FEM-DEM运动分析 被引量:3
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作者 韩奉林 李明辉 +3 位作者 田亮 刘伟 费磊 赵海鸣 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2021年第1期155-162,共8页
颗粒物质具有流动传压和阻塞刚化的双相特性,是变刚度软体机器人的理想驱动介质.由于颗粒物质复杂的力学特性,颗粒驱动软体机器人运动预测极具挑战性.综合考虑颗粒物质的离散性和超弹软体型腔的连续性,本文提出了一种基于FEM-DEM耦合计... 颗粒物质具有流动传压和阻塞刚化的双相特性,是变刚度软体机器人的理想驱动介质.由于颗粒物质复杂的力学特性,颗粒驱动软体机器人运动预测极具挑战性.综合考虑颗粒物质的离散性和超弹软体型腔的连续性,本文提出了一种基于FEM-DEM耦合计算的软体驱动器运动分析方法.为降低颗粒充入软体型腔时的局部径向膨胀,设计了具有径向增强约束的弯曲驱动器软体型腔结构.利用FEM-DEM耦合计算方法对此驱动器的运动变形规律进行了分析,同时采用基于颗粒物质Mohr⁃Coulomb连续介质模型的FEM开展了对比计算.利用3D打印和硅胶浇注技术制造驱动器样机,测试了软体驱动器的运动特性及变刚度能力.研究结果表明:与基于Mohr-Coulomb模型的FEM相比,利用FEM-DEM耦合计算方法,可使驱动器弯曲角度的预测精度提高约14.3%;使用较小直径的颗粒介质可以提高机器人的变形能力;与前期研究中的原始方案相比,本文提出的径向增强约束驱动器在不削弱刚度调节能力的前提下,最大弯曲角度从48.9°提升至了72.7°. 展开更多
关键词 软体驱动器 有限元 离散元 颗粒驱动 变刚度 dem-fem 粒径
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EFFICIENT NUMERICAL METHOD FOR DYNAMIC ANALYSIS OF FLEXIBLE ROD HIT BY RIGID BALL 被引量:1
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作者 徐春铃 王鑫伟 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2012年第4期338-344,共7页
Impact dynamics of flexible solids is important in engineering practice. Obtaining its dynamic response is a challenging task and usually achieved by numerical methods. The objectives of the study are twofold. Firstly... Impact dynamics of flexible solids is important in engineering practice. Obtaining its dynamic response is a challenging task and usually achieved by numerical methods. The objectives of the study are twofold. Firstly, the discrete singular convolution (DSC) is used for the first time to analyze the impact dynamics. Secondly, the efficiency of various numerical methods for dynamic analysis is explored via an example of a flexible rod hit by a rigid ball. Three numerical methods, including the conventional finite element (FE) method, the DSC algorithm, and the spectral finite element (SFE) method, and one proposed modeling strategy, the improved spectral finite element (ISFE) method, are involved. Numerical results are compared with the known analytical solutions to show their efficiency. It is demonstrated that the proposed ISFE modeling strategy with a proper length of con- ventional FE yields the most accurate contact stress among the four investigated models. It is also found that the DSC algorithm is an alternative method for collision problems. 展开更多
关键词 impact dynamics finite element method discrete singular convolution algorithm spectral finite ele- ment method
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基于局部单元劈裂的FEM/DEM自适应分析方法 被引量:16
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作者 严成增 孙冠华 +1 位作者 郑宏 葛修润 《岩土力学》 EI CAS CSCD 北大核心 2014年第7期2064-2070,共7页
为了模拟岩体中裂纹的萌生、扩展,Munjiza提出了有限元法/离散元法(FEM/DEM)耦合分析方法。因为裂纹是沿单元边界进行扩展的,亦即裂纹扩展具有网格依赖性,为获得较好的裂纹扩展形态,需要划分密集的初始网格。为解决上述难题,基于FEM/DE... 为了模拟岩体中裂纹的萌生、扩展,Munjiza提出了有限元法/离散元法(FEM/DEM)耦合分析方法。因为裂纹是沿单元边界进行扩展的,亦即裂纹扩展具有网格依赖性,为获得较好的裂纹扩展形态,需要划分密集的初始网格。为解决上述难题,基于FEM/DEM耦合分析方法,提出了基于局部单元动态劈裂的FEM/DEM自适应分析方法,以克服裂纹扩展形态对网格的依赖性。该方法在最初建模时无需划分很密的初始网格,随着荷载的施加,对裂纹尖端附近的局部单元进行动态劈裂,为裂纹的后续扩展提供了更多可能的扩展方向,使得裂纹扩展不必沿着初始网格的单元边界扩展,即可以沿着单元内部进行扩展,裂纹扩展形态更为平滑,与实际情况更为接近。同时相对原FEM/DEM耦合分析方法一开始就划分很密的网格而言,新方法可以划分较为稀疏的初始网格,计算成本降低。最后,通过巴西劈裂算例与原FEM/DEM耦合分析方法对比,分析表明,新方法在一定程度上克服了裂纹扩展形态对初始网格的依赖性。 展开更多
关键词 有限元法 离散元法(fem dem) 单元劈裂法 自适应技术 裂纹扩展
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粗粒料多边形表征及二维FEM/DEM分析 被引量:8
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作者 严成增 郑宏 +1 位作者 孙冠华 葛修润 《岩土力学》 EI CAS CSCD 北大核心 2015年第S2期95-103,共9页
考虑到颗粒形状对粗粒料的力学特性有重大影响,提出了一种新的表征颗粒形状的方法,即在椭圆上随机选取一系列点连接成多边形颗粒,表征狭长扁平的颗粒。新方法较圆上取点的方法能代表更多类型的颗粒形状,适用范围更广。提出了一种新的粗... 考虑到颗粒形状对粗粒料的力学特性有重大影响,提出了一种新的表征颗粒形状的方法,即在椭圆上随机选取一系列点连接成多边形颗粒,表征狭长扁平的颗粒。新方法较圆上取点的方法能代表更多类型的颗粒形状,适用范围更广。提出了一种新的粗粒料投放算法,即先缩小颗粒,然采用随机算法将缩小的颗粒投放至给定区域,对颗粒划分好网格后,将颗粒放大到原来的大小,然后采用有限元-离散元(FEM/DEM)方法计算稳定后即生成了相应的试样。通过将上述颗粒生成及投放算法与FEM/DEM结合,应用于粗粒料的数值模拟。分析表明,FEM/DEM是研究粗粒料力学性质的较好方法,对复杂的颗粒形状也可简单建模,且因在颗粒内部划分了有限元网格,复杂的接触判断及接触力计算转化为标准统一的三角形和三角形之间的接触判断及接触力计算,所有的计算均可标准化、统一化。同时因为颗粒是可以变形的,依然保留了连续介质力学中应力和应变的概念,无须像PFC那样需通过测量圆来间接表示某点的应力、应变。最后,通过粗粒料的侧限压缩试验的数值模拟,展现了文中提出的一整套解决方案在模拟粗粒料方面的巨大潜力。 展开更多
关键词 有限元-离散元 粗粒料 颗粒投放 多边形颗粒
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基于DEM-FDM耦合的过渡段膨胀诱发钢轨上拱研究
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作者 汪优 高天涯 +4 位作者 闫斌 王瑞 陈子娟 张文旭 程建军 《铁道工程学报》 EI CSCD 北大核心 2024年第1期7-12,共6页
研究目的:为分析涵洞过渡段地基膨胀引起的钢轨上拱响应,基于现场测试、室内膨胀试验数据,开展DEM-FDM耦合数值模拟,分析某涵洞附近路基土在膨胀范围为16 m,膨胀中心距离涵洞中心分别为0 m、5 m、10 m这三种工况下,不同膨胀率时基床填... 研究目的:为分析涵洞过渡段地基膨胀引起的钢轨上拱响应,基于现场测试、室内膨胀试验数据,开展DEM-FDM耦合数值模拟,分析某涵洞附近路基土在膨胀范围为16 m,膨胀中心距离涵洞中心分别为0 m、5 m、10 m这三种工况下,不同膨胀率时基床填料的运动规律及钢轨的上拱响应。研究结论:(1)涵洞对于钢轨上拱位移的传递存在阻断作用,但会增大钢轨上拱的峰值,原位膨胀率下工况二的钢轨上拱峰值达到46 mm,当路基膨胀率为0.3%时钢轨上拱位移量达到无砟轨道钢轨可调节临界值(4mm);(2)过渡段钢轨上拱处同时产生轴向应力集中,其中原位膨胀率下工况二轴向应力峰值达到14.4 MPa;(3)对于膨胀区域位于涵洞下方的工况,钢轨轴向应力呈现出来的分布规律为钢轨上拱拱顶处为主拉应力状态,拱脚处为主压应力状态,因此一共包括三个压应力峰值点以及两个拉应力峰值点;(4)本文研究可为高铁涵洞过渡段路基膨胀病害解决方案的确定提供理论依据。 展开更多
关键词 过渡段 路基膨胀 无砟轨道 钢轨上拱 有限差分 离散元
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岩石类材料直接拉伸破坏的FDEM数值模拟
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作者 徐浩然 刘平 +4 位作者 刘泉声 曹学 黄兴 罗鑫 邓鹏海 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第9期3416-3425,共10页
有限元-离散元耦合算法(FDEM)在岩石裂纹扩展模拟中广泛应用,尤其在直接拉伸模拟中用于参数校核。然而,模拟结果通常受到拉伸速率和网格尺寸的影响。本文首先阐述FDEM基本原理;然后,建立直接拉伸数值计算模型,探究拉伸速率、网格尺寸及... 有限元-离散元耦合算法(FDEM)在岩石裂纹扩展模拟中广泛应用,尤其在直接拉伸模拟中用于参数校核。然而,模拟结果通常受到拉伸速率和网格尺寸的影响。本文首先阐述FDEM基本原理;然后,建立直接拉伸数值计算模型,探究拉伸速率、网格尺寸及高径比对破坏模式和力学参数的影响;最后,给出直接拉伸模拟中建议采用的拉伸速率和网格尺寸。研究结果表明:随着拉伸速率增加,试样抗拉强度、破坏程度和峰值应变率增加,而平均弹性模量减小;在较低拉伸速率下(v≤0.01 m/s),试样仅产生1条主拉伸裂缝;当拉伸速率较高时,有分支裂缝出现在主拉伸裂缝上侧。网格尺寸对抗拉强度、峰值应变率和平均弹性模量的影响较小,但对破坏模式和破坏程度的影响较显著。随着高径比增加,试样的抗拉强度、破坏程度和峰值应变率增大,但平均弹性模量呈相反趋势,并且高径比对破坏程度的影响较为显著。建议在直接拉伸模拟中使用0.01 m/s的拉伸速率,并将网格尺寸限制在1.5 mm以内。 展开更多
关键词 直接拉伸模拟 有限元-离散元耦合算法 拉伸速率 网格尺寸 高径比
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DEM与FEM动态耦合算法研究 被引量:3
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作者 徐伟 臧孟炎 《计算力学学报》 CAS CSCD 北大核心 2013年第5期671-676,共6页
离散单元法作为一种有效的数值分析方法,能够模拟脆性材料的裂纹扩展及碎片飞散等破坏特性,但是无法从根本上克服计算效率低下的诟病;传统有限单元法具有计算高效稳定的优点,却难以描述脆性材料冲击破坏过程中连续体向非连续体的转化。... 离散单元法作为一种有效的数值分析方法,能够模拟脆性材料的裂纹扩展及碎片飞散等破坏特性,但是无法从根本上克服计算效率低下的诟病;传统有限单元法具有计算高效稳定的优点,却难以描述脆性材料冲击破坏过程中连续体向非连续体的转化。本文首先提出一种基于罚函数法的改进型离散单元和有限单元耦合方法,以提高耦合分析精度。在此基础上提出了动态耦合算法:即在初始阶段,模型全部为有限单元,当局部即将发生破坏时,仅使即将发生破坏的有限单元及相邻单元自动转化为离散单元,在离散单元区域研究破坏问题。这种算法充分利用有限单元法计算高效的优点,同时最大限度克服了离散单元法计算效率的不足。最后,通过两个简单算例验证了改进型耦合算法和动态耦合算法的有效性。 展开更多
关键词 有限单元法 离散单元法 耦合算法 动态耦合算法 罚函数法
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铁路道床有砟-无砟过渡段动力特性的DEM-FEM耦合分析 被引量:2
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作者 邵帅 吕泉江 +1 位作者 严颖 季顺迎 《计算力学学报》 EI CAS CSCD 北大核心 2018年第6期683-690,共8页
针对铁路道床有砟-无砟过渡段的结构特点,采用离散元-有限元耦合模型分析散体道砟和无砟道床间过渡段的动力特性。散体道砟道床和无砟道床分别采用离散元方法 DEM和有限元方法 FEM模拟,而在过渡段将道砟颗粒嵌入无砟道床以增加道砟颗粒... 针对铁路道床有砟-无砟过渡段的结构特点,采用离散元-有限元耦合模型分析散体道砟和无砟道床间过渡段的动力特性。散体道砟道床和无砟道床分别采用离散元方法 DEM和有限元方法 FEM模拟,而在过渡段将道砟颗粒嵌入无砟道床以增加道砟颗粒与无砟道床间的咬合力,并在离散元和有限元耦合区域实现了力学参数的传递。采用以上DEM-FEM耦合方法对有砟-无砟道床及其过渡段在列车荷载作用下的沉降过程进行了数值分析。计算结果表明,离散元方法中道砟颗粒间的力链呈现非对称梯形分布,其与有限元方法中的应力分布趋势一致;采用嵌入式道砟颗粒的方法可以增加有砟-无砟过渡段道砟间的咬合力,有效约束道砟颗粒的位移,减少有砟-无砟道床间的沉降差异。本文计算模型可以合理地分析有砟道床的力链分布以及无砟道床的应力分布,确定列车荷载下道床有砟-无砟过渡段的动力学行为。 展开更多
关键词 离散元方法 有限元方法 有砟-无砟过渡段 铁路道床
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Method for Measuring Residual Stresses Induced by Boring in Internal Surface of Tube and Its Validation with XRD Method 被引量:13
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作者 孟龙晖 何宁 +2 位作者 杨吟飞 赵威 戎斌 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2014年第5期508-514,共7页
Residual stresses can have a strong effect on the usability of machined parts,and the X-ray diffraction(XRD)measuring equipment,which is commonly used to measure residual stresses,is very expensive.This paper presents... Residual stresses can have a strong effect on the usability of machined parts,and the X-ray diffraction(XRD)measuring equipment,which is commonly used to measure residual stresses,is very expensive.This paper presents a method of measuring the residual stresses induced by boring in the internal surface of a tube with much cheaper equipment.The method,called the strain-based method is mainly based on the strains measured on the external surface of the tube.It is proposed on the basis of the very long tube assumption.The finite element method(FEM)analysis is thus used to validate the length of the tube.Guided by the FEM results,an appropriate length of the tube is chosen,and the residual stresses are obtained from both the strain-based method and the XRD method.Stress profiles obtained from both two methods are compared.The comparison result indicates that the profiles of the two methods agree well with each other.Therefore,it can be concluded that the accuracy of the strain-based method is high enough,and it can be applied to residual stress measurement in practice. 展开更多
关键词 residual stress finite element method(fem) strain element birth and death X-ray diffraction (XRD)
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孔洞形状对层状岩石力学特性影响的FDEM数值模拟研究 被引量:1
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作者 刘平 刘泉声 +4 位作者 夏明锬 罗勇 陈梓韬 黄兴 伯音 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第2期595-606,共12页
为揭示孔洞形状对层状岩石力学性质和破坏模式的影响,采用有限元-离散元耦合数值模拟方法(FDEM)开展系列数值模拟研究。首先,阐述FDEM模拟层状岩石的基本原理,然后,开展不同层理倾角完整试样的单轴压缩模拟,并与试验结果进行对比验证。... 为揭示孔洞形状对层状岩石力学性质和破坏模式的影响,采用有限元-离散元耦合数值模拟方法(FDEM)开展系列数值模拟研究。首先,阐述FDEM模拟层状岩石的基本原理,然后,开展不同层理倾角完整试样的单轴压缩模拟,并与试验结果进行对比验证。最后,对含有圆形、椭圆形、三角形、矩形和方形孔洞的层状岩石试样(β为0°、30°、45°、60°和90°)进行单轴压缩模拟研究。研究结果表明:对于不同孔洞形状的试样,抗压强度和试样破坏程度随层理倾角的增大呈V字型变化趋势,且均在层理倾角为0°时抗压强度取得最大值,在90°时破坏程度最为严重;孔洞的存在严重削弱了试样的力学性能,且削弱幅度与孔洞形状密切相关,其中方形和圆形孔洞对抗压强度的削弱能力最弱。将含不同形状孔洞试样的破坏模式随层理倾角的变化主要分为穿层理面拉剪混合破坏(β=0°)、沿层理面与穿层理面混合拉剪破坏(β=30°)、沿层理面剪切破坏(β=45°和60°)和沿层理面拉剪劈裂破坏(β=90°)。 展开更多
关键词 有限元-离散元耦合数值模拟方法 层状岩石 孔洞形状 单轴压缩模拟 力学性质
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Fatigue Assessment Method for Composite Wind Turbine Blade 被引量:2
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作者 Chen Cheng Wang Tongguang 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2016年第1期102-111,共10页
Fatigue strength assessment of a horizontal axis wind turbine(HAWT)composite blade is considered.Fatigue load cases are identified,and loads are calculated by the GH Bladed software which is specified at the IEC61400 ... Fatigue strength assessment of a horizontal axis wind turbine(HAWT)composite blade is considered.Fatigue load cases are identified,and loads are calculated by the GH Bladed software which is specified at the IEC61400 international specification and GL(Germanisher Lloyd)regulations for the wind energy conversion system.Stress analysis is performed with a 3-D finite element method(FEM).Considering Saint-Venant′s principle,a uniform cross section FEM model is built at each critical zone.Stress transformation matrixes(STM)are set up by applied six unit load components on the FEM model separately.STM can be used to convert the external load into stresses in the linear elastic range.The main material of composite wind turbine blade is fiber reinforced plastics(FRP).In order to evaluate the degree of fatigue damage of FRP,the stresses of fiber direction are extracted and the well-known strength criterion-Puck theory is used.The total fatigue damage of each laminate on the critical point is counted by the rain-flow counting method and Miner′s damage law based on general S-N curves.Several sections of a 45.3mblade of a 2 MW wind turbine are studied using the fatigue evaluation method.The performance of this method is compared with far more costly business software FOCUS.The results show that the fatigue damage of multi-axis FRP can be assessed conveniently by the FEM-STM method.And the proposed method gives a reliable and efficient method to analyze the fatigue damage of slender composite structure with variable cross-sections. 展开更多
关键词 fatigue assessment wind turbine blade finite element method(fem) stress transformation matrix
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