期刊文献+
共找到8篇文章
< 1 >
每页显示 20 50 100
基于绝对节点坐标法的弹性线方法研究 被引量:10
1
作者 范纪华 章定国 谌宏 《力学学报》 EI CSCD 北大核心 2019年第5期1455-1465,共11页
相比于浮动坐标系法,绝对节点坐标法(absolute nodal coordinate formulation, ANCF)在处理柔性体非线性大变形问题上具有显著优势, ANCF将单元节点坐标定义在全局坐标系下,采用斜率矢量代替节点转角坐标,具有常数质量阵,不存在科氏离... 相比于浮动坐标系法,绝对节点坐标法(absolute nodal coordinate formulation, ANCF)在处理柔性体非线性大变形问题上具有显著优势, ANCF将单元节点坐标定义在全局坐标系下,采用斜率矢量代替节点转角坐标,具有常数质量阵,不存在科氏离心力等优点,然而弹性力阵为非线性项,其求解将比较耗时且占用资源.据此,在弹性力求解方法中,引入弹性线方法 (elastic line method, ELM),该方法将格林–拉格朗日应变张量定义在中心线上,采用曲率公式来定义弯曲应变,转角公式来定义扭转应变.同时采用有限元法对三维柔性梁位移场进行离散,求解梁单元常数质量阵、广义刚度阵、广义力阵,进而得到单元的动力学方程,通过转换矩阵得到三维梁的动力学方程.接着从理论上指出连续介质力学方法 (continuum mechanics method, CMM)和弹性线方法在求解弹性力上的不同点,并编制动力学仿真软件.最后分别采用连续介质力学方法和弹性线方法对柔性单摆以及履带式车辆的动力学问题进行仿真分析,结果表明:弹性线方法能在保证精度的前提下有效提高计算效率. 展开更多
关键词 绝对节点坐标法 连续介质力学方法 弹性线方法 动力学仿真 履带式车辆
下载PDF
钢筋砼高桥墩的复合非线性极限承载能力研究 被引量:3
2
作者 袁红茵 《广西交通科技》 2003年第4期22-24,共3页
通过运用考虑几何非线性的结构弹塑性极限分析方法,对某山区高速公路桥梁中的钢筋混凝土高桥墩(H=45m)的极限承载能力及结构延性等进行了初步研究。分析结果表明由于高墩柱的结构存在几何非线性非常明显,采用通常线弹性方法计算在过大... 通过运用考虑几何非线性的结构弹塑性极限分析方法,对某山区高速公路桥梁中的钢筋混凝土高桥墩(H=45m)的极限承载能力及结构延性等进行了初步研究。分析结果表明由于高墩柱的结构存在几何非线性非常明显,采用通常线弹性方法计算在过大水平力作用下的墩顶水平位移将会带来相当大的误差,设计中应充分引起注意。主题词:复合非线性;极限承载能力; 展开更多
关键词 公路桥 钢筋混凝土高桥墩 极限承载能力 结构延性 复合非线 通常线弹性方法
下载PDF
矩形截面齐次广义屈服函数及刚架极限承载力 被引量:1
3
作者 杨绿峰 黄梓琳 解威威 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2019年第3期143-152,共10页
针对矩形截面刚架结构极限承载力分析中存在的问题,本研究通过控制性内力分析遴选了合适的矩形截面广义屈服函数,通过齐次化后建立了矩形截面刚架结构极限承载力分析的弹性模量缩减法.首先,根据回归分析和拟合误差分析建立了等效齐次广... 针对矩形截面刚架结构极限承载力分析中存在的问题,本研究通过控制性内力分析遴选了合适的矩形截面广义屈服函数,通过齐次化后建立了矩形截面刚架结构极限承载力分析的弹性模量缩减法.首先,根据回归分析和拟合误差分析建立了等效齐次广义屈服函数;其次,利用齐次广义屈服函数定义单元承载比,通过有策略地缩减高承载单元弹性模量模拟结构刚度退化,进而通过线弹性迭代分析确定矩形截面刚架结构的极限承载力;最后,根据内力占比研究了平面及空间受力刚架的控制性内力,通过对比分析遴选确定了合理的齐次广义屈服函数,并验证了本研究提出的方法的计算精度和效率.结果表明:本研究提出的方法作为线弹性迭代方法具有很高的计算精度,且克服了传统的非线性迭代方法的缺陷,能够取得更高的计算效率. 展开更多
关键词 矩形截面 极限承载力 广义屈服函数 齐次化 线弹性迭代方法
下载PDF
钢管混凝土桁式拱桥稳定承载力的参数分析 被引量:4
4
作者 解威威 杨绿峰 +2 位作者 王建军 郑健 谭秋虹 《中外公路》 北大核心 2018年第6期83-86,共4页
利用高效高精度线弹性迭代方法,分析了几何和材料参数对钢管混凝土桁式拱桥稳定承载力的影响规律。首先,结合钢管混凝土构件齐次广义屈服函数和弹性模量调整策略,建立了钢管混凝土结构稳定承载力分析的线弹性迭代方法;进而通过与桁式拱... 利用高效高精度线弹性迭代方法,分析了几何和材料参数对钢管混凝土桁式拱桥稳定承载力的影响规律。首先,结合钢管混凝土构件齐次广义屈服函数和弹性模量调整策略,建立了钢管混凝土结构稳定承载力分析的线弹性迭代方法;进而通过与桁式拱模型试验结果对比,验证了线弹性迭代方法的准确性和高效性;最后利用线弹性迭代方法探讨了矢跨比、钢管和混凝土强度、含钢率、弦杆和腹杆刚度比等参数对拱稳定承载力的影响。研究结果表明:建立的线弹性迭代方法能够准确高效地预测钢管混凝土桁式拱稳定承载力,矢跨比、钢管强度、含钢率和弦杆与腹杆刚度比对稳定承载力影响较大,对混凝土强度影响较小,建议矢跨比范围为0.20~0.25,钢管强度和含钢率选择需要考虑经济性,弦杆与腹杆的刚度需要匹配使用。 展开更多
关键词 钢管混凝土桁式拱桥 稳定承载力 线弹性迭代方法 材料强度 刚度比
下载PDF
Stability analysis of a concrete gravity dam and its foundation
5
作者 Itoya Emioshor 赵引 Martins Y.Otache 《Journal of Southeast University(English Edition)》 EI CAS 2004年第4期508-512,共5页
The stability of dams and their foundations is an important problem to which dam engineers have paid close attention over the years. This paper presented two methods to analyze the stability of a gravity dam and its f... The stability of dams and their foundations is an important problem to which dam engineers have paid close attention over the years. This paper presented two methods to analyze the stability of a gravity dam and its foundation. The direct analysis method was based on a rigid limit equilibrium method which regarded both dam and the rock foundation as undeformable rigid bodies. In this method, the safety factor of potential sliding surfaces was computed directly. The second method, the indirect analysis method, was based on elasto-plastic theory and employs nonlinear finite element method (FEM) in the analysis of stresses and deformation in the dam and its foundation. The determination of the safety degree of the structure was based on the convergence and abrupt the change criterion. The results obtained showed that structures' constituent material behavior played an active role in the failure of engineered structures in addition to the imposed load. 展开更多
关键词 Concrete dams Elastoplasticity Finite element method Nonlinear equations Safety factor Sensitivity analysis Shear strength
下载PDF
Hydroelasticity Analysis in Frequency Domain and Time Domain
6
作者 Frank Lin 《Journal of Shipping and Ocean Engineering》 2016年第2期65-81,共17页
Hydroelasticity has been introduced in ship seakeeping assessment for more than three decades, and it finally becomes an essential tool in marine industry for design of some types of ship. In the 35 years of evolution... Hydroelasticity has been introduced in ship seakeeping assessment for more than three decades, and it finally becomes an essential tool in marine industry for design of some types of ship. In the 35 years of evolution, hydroelasticity methods applied in industry of marine and offshore energy grown up from two dimensional to three dimensional and now has analysis models of linear model in frequency domain and nonlinear model in time domain. In this paper, we present the three dimensional hydroelasticity theory model in frequency domain and time domain, show the difference in the approach, and discuss their applications in wave-structure interaction. 展开更多
关键词 HYDROELASTICITY SPRINGING frequency domain time domain boundary element method LINEAR nonlinear.
下载PDF
Line field analysis and complex variable method for solving elastic-plastic fields around an anti-plane elliptic hole 被引量:3
7
作者 GUO JunHong LU ZiXing 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第8期1495-1501,共7页
A new approach is proposed to solve the elastic-plastic fields near the major-axis line of an elliptical hole. The complex variable method is used to determine the elastic fields near the major-axis line of the ellipt... A new approach is proposed to solve the elastic-plastic fields near the major-axis line of an elliptical hole. The complex variable method is used to determine the elastic fields near the major-axis line of the elliptical hole. Then, by using the line field analysis method, the exact and new solutions of the stresses, strains in the plastic zone, the size of the plastic region and the unit normal vector of the elastic-plastic boundary near the major-axis line of the elliptical hole are obtained for an anti-plane elliptical hole in a perfectly elastic-plastic solid. The usual small scale yielding assumptions are not adopted in the analysis. The present method is simple, easy and efficient. The influences of applied mechanical loading on the size of plastic zone are discussed. 展开更多
关键词 complex variable method line field analysis method elliptical hole elastic-plastic solid
原文传递
A network-aware error-resilient method using prioritized intra refresh for wireless video communications 被引量:2
8
作者 Han-jie MA Fan ZHOU Rong-xin JIANG Yao-wu CHEN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2009年第8期1169-1176,共8页
We propose a novel prioritized intra refresh method for the wireless video communication.The proposed method considers the characteristics of the human visual system,the error-sensitivity of the bitstream,and the stat... We propose a novel prioritized intra refresh method for the wireless video communication.The proposed method considers the characteristics of the human visual system,the error-sensitivity of the bitstream,and the state of the time-varying wireless channel jointly.An expected perceptual distortion model was used to adjust the intra refresh rate adaptively.This model consists of the perceptual weight map based on an attention model,the bit error probability map based on bitstream size,and the dynamic channel state information(CSI).Experimental results indicate that,compared with other intra refresh methods that consider only the content of the video or the CSI,the proposed method improves the average peak signal-to-noise ratio(PSNR) of the whole frame by about 0.5 dB,and improves the average PSNR of the attention-area by about 0.8 dB. 展开更多
关键词 Intra refresh. Distortion. Perceotual weieht. Error-sensitivity. Channel state information (CSI)
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部