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自由单元法及其在结构分析中的应用 被引量:14
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作者 高效伟 徐兵兵 +1 位作者 吕军 彭海峰 《力学学报》 EI CSCD 北大核心 2019年第3期703-713,共11页
通过吸收有限元与无网格法的优点,提出了一种新的数值方法——自由单元法.此方法在离散方面,采用有限元法中的等参单元,表征几何形状和进行物理量的插值;在算法方面,采用单元配点技术,逐点产生系统方程.主要特点是,在每个配置点只需要... 通过吸收有限元与无网格法的优点,提出了一种新的数值方法——自由单元法.此方法在离散方面,采用有限元法中的等参单元,表征几何形状和进行物理量的插值;在算法方面,采用单元配点技术,逐点产生系统方程.主要特点是,在每个配置点只需要一个和周围自由选择的节点而形成的一个独立的等参单元,因而不需要考虑物理量在单元之间的相互连接关系与导数连续性问题.本文介绍强形式与弱形式两种自由单元法,前者直接由控制方程和边界条件直接产生系统方程,后者通过在自由单元上建立控制方程的加权余量式产生弱形式积分式,并通过像传统有限元法中的积分过程建立系统方程组.本文提出的方法是一种单元配点法,对于域内点为了获得较高的导数精度,需要采用至少具有一个内部点的等参单元,为此除了可使用各阶次的拉格朗日四边形单元外,还给出了七节点三角形等参单元,用于模拟较为复杂的几何形状问题. 展开更多
关键词 自由单元 形式自由单元 弱形式自由单元 单元配点法 有限单元 无网格法
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上海黏性土剪切带形成的数值模拟分析 被引量:1
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作者 董建国 陈祥达 袁聚云 《岩土力学》 EI CAS CSCD 北大核心 2007年第S1期263-266,共4页
各种工程事故表明:现有的土力学计算模型均未考虑应变局部化问题,故不能解释这些工程事故的发生,因此应变局部化和剪切带形成的研究成为国际土力学界研究热点之一。数值模拟是研究剪切带形成的一个重要内容。在数值模拟中首先进行剪切... 各种工程事故表明:现有的土力学计算模型均未考虑应变局部化问题,故不能解释这些工程事故的发生,因此应变局部化和剪切带形成的研究成为国际土力学界研究热点之一。数值模拟是研究剪切带形成的一个重要内容。在数值模拟中首先进行剪切带形成条件的研究,接着考虑土质不均匀性的影响,引入弱单元和强单元,进行弱单元与强单元影响力的研究。 展开更多
关键词 剪切带 应变局部化 上海黏性土 数值模拟 单元 强单元
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Rigorous back analysis of shear strength parameters of landslide slip 被引量:6
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作者 张科 曹平 保瑞 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2013年第5期1459-1464,共6页
A rigorous back analysis of shear strength parameters of landslide slip was presented. Kinematical element method was adopted to determine factor of safety and critical failure surface, which overcomes the disadvantag... A rigorous back analysis of shear strength parameters of landslide slip was presented. Kinematical element method was adopted to determine factor of safety and critical failure surface, which overcomes the disadvantage of limit equilibrium method. The theoretical relationship between the combination of shear strength parameters and stability state was studied. The results show that the location of critical slip surface, F/tan f and F/c depend only on the value of c/tan f. The failure surface moves towards the inside of slope as c/tan f increases. According to the information involving factor of safety and critical failure surface in a specific cross-section, strength parameters can be back calculated based on the above findings. Three examples were given for demonstrating the validity of the present method. The shear strength parameters obtained by back analysis are almost consistent with their correct solutions or test results. 展开更多
关键词 slope stability back analysis kinematical element method shear strength parameter critical failure surface
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Crashworthiness of innovative hexagonal honeycomb-like structures subjected to out-of-plane compression 被引量:9
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作者 WANG Zhong-gang SHI Chong +1 位作者 DING San-san LIANG Xi-feng 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第2期621-628,共8页
Seeking for innovative structures with higher mechanical performance is a continuous target in railway vehicle crashworthiness design.In the present study,three types of hexagonal reinforced honeycomb-like structures ... Seeking for innovative structures with higher mechanical performance is a continuous target in railway vehicle crashworthiness design.In the present study,three types of hexagonal reinforced honeycomb-like structures were developed and analyzed subjected to out-of-plane compression,namely triangular honeycomb(TH),double honeycomb(DH)and full inside honeycomb(FH).Theoretical formulas of average force and specific energy absorption(SEA)were constructed based on the energy minimization principle.To validate,corresponding numerical simulations were carried out by explicit finite element method.Good agreement has been observed between them.The results show that all these honeycomb-like structures maintain the same collapsed stages as conventional honeycomb;cell reinforcement can significantly promote the performance,both in the average force and SEA;full inside honeycomb performs better than the general,triangular and double schemes in average force;meanwhile,its SEA is close to that of double scheme;toroidal surface can dissipate higher plastic energy,so more toroidal surfaces should be considered in design of thin-walled structure.These achievements pave a way for designing high-performance cellular energy absorption devices. 展开更多
关键词 honeycomb-like structure CRASHWORTHINESS basic fold element structural reinforcement
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The influence of intensity and properties of tectonic stress on the process of coalification 被引量:1
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作者 WANG Zhi-rong JIANG Bo CHEN Ling-xia 《Journal of Coal Science & Engineering(China)》 2012年第2期158-162,共5页
Through the research on stress metamorphism character of the II1 coal seam in Ludian gliding structure, the stress effecting factors of metamorphism and hydrocarbon generation process of tectonic coal were studied. It... Through the research on stress metamorphism character of the II1 coal seam in Ludian gliding structure, the stress effecting factors of metamorphism and hydrocarbon generation process of tectonic coal were studied. It is shown that different tectonic stress has different coal evolution effects. Compared with tensional stress, compressive stress, which has apparent anisotropic characteristics, has greater stimulative effect against the increase of coal metamorphic degree, the abscission of functional group and side chains of basic structural unit, and the formation of gas primarily composed of methane. 展开更多
关键词 tectonic stress gliding structure coal metamorphism and hydrocarbon generation process gas geological hazards
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Bandwidth-enhanced dual-polarized antenna with improved broadband integrated balun and distributed parasitic element
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作者 Fu Suidao Cao Zhenxin +2 位作者 Gao Di Chen Peng Xu Changzhi 《Journal of Southeast University(English Edition)》 EI CAS 2020年第4期367-375,共9页
A bandwidth-enhanced dual-polarized antenna is proposed for 2/3/4/5G applications,which is composed of distributed parasitic elements(DPEs),a main radiator,two improved broadband integrated baluns and a reflector.Firs... A bandwidth-enhanced dual-polarized antenna is proposed for 2/3/4/5G applications,which is composed of distributed parasitic elements(DPEs),a main radiator,two improved broadband integrated baluns and a reflector.First,a novel tooth-shape shorted slot line in the improved broadband integrated balun is analyzed to adjust the input impedance of the antenna.Then,DPEs with 2×2 circular plates loading over the main radiator are proposed to improve broadband impedance matching and radiation pattern.By utilizing impedance compensation of the tooth-shaped shorted slot line and the electromagnetic induction of the DPEs,the antenna achieves an enhanced impedance bandwidth and a stable radiation pattern.To verify these ideas,the bandwidth-enhanced dual-polarized antenna was fabricated and measured.The experimental results indicate that the proposed antenna achieves an operating bandwidth of 72.2%(1.69 to 3.60 GHz)with a return loss(RL)less than-15 dB and a port-to-port isolation(ISO)larger than 30 dB.The antenna obtains a half-power beamwidth(HPBW)within(66±5)°and a gain within(9.0±0.6)dBi in the 2/3/4G bands,and an HPBW within(61.5±2.5)°and a gain within(9.8±0.3)dBi in the 5G band.Across the whole band,the cross-polarization discrimination(XPD)and the front-to-back ratio are both larger than 20 dB. 展开更多
关键词 dual-polarized antenna bandwidth enhancement integrated balun distributed parasitic elements impedance matching
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阵列调制随机共振在微弱信号特征提取方面的应用
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作者 涂水林 邬正义 吴正阳 《计算机测量与控制》 CSCD 北大核心 2012年第6期1599-1601,1609,共4页
论述了阵列调制随机共振方法在强噪声背景下多频微弱信号特征提取中的工作原理和实现步骤;采用预先设定系统参数的多个并联非耦合随机共振单元形成阵列,将被测强噪声背景下的多频微弱信号分别与不同频率的载波进行调制,生成多个差频均为... 论述了阵列调制随机共振方法在强噪声背景下多频微弱信号特征提取中的工作原理和实现步骤;采用预先设定系统参数的多个并联非耦合随机共振单元形成阵列,将被测强噪声背景下的多频微弱信号分别与不同频率的载波进行调制,生成多个差频均为0.01Hz的信号作为各对应随机共振单元的激励信号,采用龙格-库塔算法求取各单元输出并进行频谱分析,根据0.01Hz处的信噪比判断在微弱信号中是否存在载波频率与差频值之和大小的频率分量,最后综合各个随机共振单元的检测结果生成微弱信号的频率特征向量;仿真结果表明,阵列调制随机共振在微弱信号特征提取方面效果明显,具有很好的应用前景。 展开更多
关键词 摘要:论述了阵列调制随机共振方法在噪声背景下多频微弱信号特征提取中的工作原理和实现步骤 采用预先设定系统参数的多个并联非耦合随机共振单元形成阵列 将被测噪声背景下的多频微弱信号分别与不同频率的载波进行调制 生成多个差频均为0.01Hz的信号作为各对应随机共振单元的激励信号 采用龙格一库塔算法求取各单元输出并进行频谱分析 根据0.01Hz处的信噪比判断在微弱信号中是否存在载波频率与差频值之和大小的频率分量 最后综合各个随机共振单元的检测结果生成微弱信号的频率特征向量 仿真结果表明 阵列调制随机共振在微弱信号特征提取方面效果明显 具有很好的应用前景.关健词:阵列 调制随机共振 微弱信号 特征提取
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Modeling stationary and moving cracks in shells by X-FEM with CB shell elements 被引量:7
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作者 ZENG QingLei LIU ZhanLi +1 位作者 XU DanDan ZHUANG Zhuo 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第7期1276-1284,共9页
The continuum-based(CB)shell theory is combined with the extended finite element method(X-FEM)in this paper to model crack propagation in shells under static and dynamic situations.Both jump function and asymptotic cr... The continuum-based(CB)shell theory is combined with the extended finite element method(X-FEM)in this paper to model crack propagation in shells under static and dynamic situations.Both jump function and asymptotic crack tip solution are adopted for describing the discontinuity and singularity of the crack in shells.Level set method(LSM)is used to represent the crack surface and define the enriched shape functions.Stress intensity factors(SIFs)are calculated by the displacement interpolation technique to prove the capability of the method and the maximum strain is applied for the fracture criterion.Also,an efficient integration scheme for the CB shell element with cracks is proposed. 展开更多
关键词 CB shell element X-FEM level set method crack propagation
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