电力变压器绕组故障诊断是保证电力变压器安全运行的关键技术。文中通过建立变压器有限元模型和高频等值电路模型,提出了基于"结构参数—电气参数—试验结果"诊断思路的变压器绕组故障诊断方法,可以有效提高电力变压器绕组故...电力变压器绕组故障诊断是保证电力变压器安全运行的关键技术。文中通过建立变压器有限元模型和高频等值电路模型,提出了基于"结构参数—电气参数—试验结果"诊断思路的变压器绕组故障诊断方法,可以有效提高电力变压器绕组故障诊断的可靠性。文中基于Ansoft Maxwell仿真平台建立变压器三维有限元模型,计算了变压器主要电气参数(对地电容、饼间电容等),分析了不同故障类型及故障程度下电气参数的变化。运用求解的电气参数搭建了高频等值电路模型,并由高频等值电路模型仿真对应试验结果。文中以轴向位移故障为例,仿真了不同轴向位移程度下变压器的频率响应试验曲线。建立了200~250 k Hz频率带上频率响应试验结果变化与轴向位移故障程度的拟合函数关系,通过该特征频率带上谐振峰的变化可以实现对轴向位移故障程度的诊断。提出的故障诊断方法为实现通过试验结果直接诊断变压器故障类型及其程度提供了参考。展开更多
Nonlinear solution of reinforced concrete structures, particularly complete load-deflection response, requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard, ...Nonlinear solution of reinforced concrete structures, particularly complete load-deflection response, requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard, ordinary solution techniques lead to instability near the limit points and also have problems in case of snap-through and snap-back. Thus they fail to predict the complete load-displacement response. The arc-length method serves the purpose well in principle, received wide acceptance in finite element analysis, and has been used extensively. However modifications to the basic idea are vital to meet the particular needs of the analysis. This paper reviews some of the recent developments of the method in the last two decades, with particular emphasis on nonlinear finite element analysis of reinforced concrete structures.展开更多
This paper addresses the problem of condition assessment of bridge expansion joints using long-term measurement data under changing environmental conditions.The effects of temperature,traffic loading and wind on the e...This paper addresses the problem of condition assessment of bridge expansion joints using long-term measurement data under changing environmental conditions.The effects of temperature,traffic loading and wind on the expansion joint displacements are analyzed and interpreted,which reveal that measured displacements are observed to increase with an increase in temperature and to decrease with increased traffic loading,while the correlation between displacement and wind speed is very weak.Two regression models are developed to simulate the varying displacements under the changes in temperature and traffic loadings.Based on these models,the effects of the environmental conditions are removed to obtain the normalized displacement.Statistical process control using mean value control charts is further used to detect damage to the bridge expansion joints.The results reveal that the proposed method had a good capability for detecting the damage-induced 1.0%variances of the annual changes in the expansion joint displacements.展开更多
文摘电力变压器绕组故障诊断是保证电力变压器安全运行的关键技术。文中通过建立变压器有限元模型和高频等值电路模型,提出了基于"结构参数—电气参数—试验结果"诊断思路的变压器绕组故障诊断方法,可以有效提高电力变压器绕组故障诊断的可靠性。文中基于Ansoft Maxwell仿真平台建立变压器三维有限元模型,计算了变压器主要电气参数(对地电容、饼间电容等),分析了不同故障类型及故障程度下电气参数的变化。运用求解的电气参数搭建了高频等值电路模型,并由高频等值电路模型仿真对应试验结果。文中以轴向位移故障为例,仿真了不同轴向位移程度下变压器的频率响应试验曲线。建立了200~250 k Hz频率带上频率响应试验结果变化与轴向位移故障程度的拟合函数关系,通过该特征频率带上谐振峰的变化可以实现对轴向位移故障程度的诊断。提出的故障诊断方法为实现通过试验结果直接诊断变压器故障类型及其程度提供了参考。
文摘Nonlinear solution of reinforced concrete structures, particularly complete load-deflection response, requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard, ordinary solution techniques lead to instability near the limit points and also have problems in case of snap-through and snap-back. Thus they fail to predict the complete load-displacement response. The arc-length method serves the purpose well in principle, received wide acceptance in finite element analysis, and has been used extensively. However modifications to the basic idea are vital to meet the particular needs of the analysis. This paper reviews some of the recent developments of the method in the last two decades, with particular emphasis on nonlinear finite element analysis of reinforced concrete structures.
基金the support of the National Natural Science Foundation of China(Grant Nos.50725828,50808041 and 50978056)the Ph.D.Program Foundation of the Ministry of Education of China(Grant No.200802861011)the Teaching and Research Foundation for Excellent Young Teachers of Southeast University.
文摘This paper addresses the problem of condition assessment of bridge expansion joints using long-term measurement data under changing environmental conditions.The effects of temperature,traffic loading and wind on the expansion joint displacements are analyzed and interpreted,which reveal that measured displacements are observed to increase with an increase in temperature and to decrease with increased traffic loading,while the correlation between displacement and wind speed is very weak.Two regression models are developed to simulate the varying displacements under the changes in temperature and traffic loadings.Based on these models,the effects of the environmental conditions are removed to obtain the normalized displacement.Statistical process control using mean value control charts is further used to detect damage to the bridge expansion joints.The results reveal that the proposed method had a good capability for detecting the damage-induced 1.0%variances of the annual changes in the expansion joint displacements.
