In order to describe and control the stress distribution and total deformation of bladed disk assemblies used in the aeroengine, a highly efficient and precise method of probabilistic analysis which is called extremum...In order to describe and control the stress distribution and total deformation of bladed disk assemblies used in the aeroengine, a highly efficient and precise method of probabilistic analysis which is called extremum response surface method(ERSM) is produced based on the previous deterministic analysis results with the finite element model(FEM). In this work, many key nonlinear factors, such as the dynamic feature of the temperature load, the centrifugal force and the boundary conditions, are taken into consideration for the model. The changing patterns with time of bladed disk assemblies about stress distribution and total deformation are obtained during the deterministic analysis, and at the same time, the largest deformation and stress nodes of bladed disk assemblies are found and taken as input target of probabilistic analysis in a scientific and reasonable way. Not only their reliability, historical sample, extreme response surface(ERS) and the cumulative probability distribution function but also their sensitivity and effect probability are obtained. Main factors affecting stress distribution and total deformation of bladed disk assemblies are investigated through the sensitivity analysis of the model. Finally, compared with the response surface method(RSM) and the Monte Carlo simulation(MCS), the results show that this new approach is effective.展开更多
坝体抗震设计和评估需要准确计算无限水库动力响应.基于比例边界有限元法(scaled boundary finite element method,SBFEM)力学推导技术,推导了顺河向地震激励下等横截面无限水域频域响应计算公式,利用Fourier逆变换建立了时域响应控制方...坝体抗震设计和评估需要准确计算无限水库动力响应.基于比例边界有限元法(scaled boundary finite element method,SBFEM)力学推导技术,推导了顺河向地震激励下等横截面无限水域频域响应计算公式,利用Fourier逆变换建立了时域响应控制方程,通过线性叠加推导了顺河、横河、竖直三向组合地震激励下的无限水域频域和时域响应的SBFEM计算公式.结合有限元法,建立了无限水库频域和时域响应的FEM-SBFEM耦合方程.分析了地震激励下的二维、三维等横截面无限水库频域、时域响应,数值验证了所建立计算公式的正确性.所发展的FEM-SBFEM公式体系可推广应用于库底库岸具有吸收性的、横截面有任意几何形状的无限水库谐响应及瞬态响应分析.展开更多
电力需求的增长和系统容量的提升对输配电电缆的传输容量和运行可靠性提出了更高的要求,有效利用高压直流(high voltage direct current,HVDC)电缆线路的动态增容潜力对于实现电力资源优化配置具有重要意义。通过有限元分析(finite elem...电力需求的增长和系统容量的提升对输配电电缆的传输容量和运行可靠性提出了更高的要求,有效利用高压直流(high voltage direct current,HVDC)电缆线路的动态增容潜力对于实现电力资源优化配置具有重要意义。通过有限元分析(finite element analysis,FEA)方法建立了不同敷设环境中高压直流电缆线路的暂态热场及电场模型,仿真分析了电缆在多种典型动态负荷下的温度分布及绝缘电场特性,研究发现:相比于架空及土壤直埋敷设,隧道敷设的HVDC电缆系统热响应时间常数达到数百小时,因此具有更好的动态增容能力。论文以隧道中敷设为例,通过相应FEA模型反演计算了不同初始负荷与应急时长下直流电缆的允许最大过负荷电流,给出了针对HVDC电缆线路短时动态增容能力的评估方法,并对直流电缆线路动态增容过程中的暂态电热特性进行了分析。结果表明:初始负荷率高,应急持续时间长,绝缘电导率温度敏感性强的高压XLPE直流电缆在动态增容过程中场强变化幅度大,应予以特别关注;初始负荷率不超过50%的隧道敷设双极直流电缆线路,单级可在1.5倍额定电流下安全运行2 h。该结果可为工程中HVDC电缆线路动态增容与优化调度提供理论指导。展开更多
基金Projects(51375032,51175017,51245027)supported by the National Natural Science Foundation of China
文摘In order to describe and control the stress distribution and total deformation of bladed disk assemblies used in the aeroengine, a highly efficient and precise method of probabilistic analysis which is called extremum response surface method(ERSM) is produced based on the previous deterministic analysis results with the finite element model(FEM). In this work, many key nonlinear factors, such as the dynamic feature of the temperature load, the centrifugal force and the boundary conditions, are taken into consideration for the model. The changing patterns with time of bladed disk assemblies about stress distribution and total deformation are obtained during the deterministic analysis, and at the same time, the largest deformation and stress nodes of bladed disk assemblies are found and taken as input target of probabilistic analysis in a scientific and reasonable way. Not only their reliability, historical sample, extreme response surface(ERS) and the cumulative probability distribution function but also their sensitivity and effect probability are obtained. Main factors affecting stress distribution and total deformation of bladed disk assemblies are investigated through the sensitivity analysis of the model. Finally, compared with the response surface method(RSM) and the Monte Carlo simulation(MCS), the results show that this new approach is effective.
文摘坝体抗震设计和评估需要准确计算无限水库动力响应.基于比例边界有限元法(scaled boundary finite element method,SBFEM)力学推导技术,推导了顺河向地震激励下等横截面无限水域频域响应计算公式,利用Fourier逆变换建立了时域响应控制方程,通过线性叠加推导了顺河、横河、竖直三向组合地震激励下的无限水域频域和时域响应的SBFEM计算公式.结合有限元法,建立了无限水库频域和时域响应的FEM-SBFEM耦合方程.分析了地震激励下的二维、三维等横截面无限水库频域、时域响应,数值验证了所建立计算公式的正确性.所发展的FEM-SBFEM公式体系可推广应用于库底库岸具有吸收性的、横截面有任意几何形状的无限水库谐响应及瞬态响应分析.
文摘电力需求的增长和系统容量的提升对输配电电缆的传输容量和运行可靠性提出了更高的要求,有效利用高压直流(high voltage direct current,HVDC)电缆线路的动态增容潜力对于实现电力资源优化配置具有重要意义。通过有限元分析(finite element analysis,FEA)方法建立了不同敷设环境中高压直流电缆线路的暂态热场及电场模型,仿真分析了电缆在多种典型动态负荷下的温度分布及绝缘电场特性,研究发现:相比于架空及土壤直埋敷设,隧道敷设的HVDC电缆系统热响应时间常数达到数百小时,因此具有更好的动态增容能力。论文以隧道中敷设为例,通过相应FEA模型反演计算了不同初始负荷与应急时长下直流电缆的允许最大过负荷电流,给出了针对HVDC电缆线路短时动态增容能力的评估方法,并对直流电缆线路动态增容过程中的暂态电热特性进行了分析。结果表明:初始负荷率高,应急持续时间长,绝缘电导率温度敏感性强的高压XLPE直流电缆在动态增容过程中场强变化幅度大,应予以特别关注;初始负荷率不超过50%的隧道敷设双极直流电缆线路,单级可在1.5倍额定电流下安全运行2 h。该结果可为工程中HVDC电缆线路动态增容与优化调度提供理论指导。
