高温超导电缆终端恒温器热负荷的计算与测定

电力电缆已被确认为高温超导技术产业化的重要项目之一。高温超导电缆终端是运行在低温的超导电缆芯向常温的高压母线过渡和致冷剂进出口的汇集组件,具有很高的技术含量。简单地介绍高温超导电缆终端恒温器的结构和功能,主要讨论终端恒温器热负荷的理论计算方法,并与试验测定进行比较。     

Fatigue analysis of unidirectional GFRP composites under combined bending and torsional loads

Fatigue behavior of unidirectional glass fiber reinforced polyester (GFRP) composites at room temperature under in-phase combined torsion/bending loading was investigated. All fatigue tests were carried out on constant-deflection fatigue machine with frequency of 25 Hz. A 30% reduction from the initial applied moments was taken as a failure criterion in the combined torsion/bending fatigue tests of the composite materials. A series of pure torsional fatigue tests were conducted to construct the failure contour of GFRP composites using different failure theories. The obtained S–N curves from combined torsion/bending tests were compared with both, pure torsion fatigue test results and published results of pure bending fatigue tests of GFRP rods. Pictures by scanning electron microscope were used to closely examine the failure mode of the tested specimens under combined torsion/bending loading.

The results showed that, the unidirectional glass fiber reinforced polyester composites have poor torsional fatigue strength compared with the published results of pure bending fatigue strength. Endurance limit value (calculated from S–N equation at N = 10⁷ cycles) of GFRP specimens tested under combined torsion/bending loading equals 8.5 times the endurance limit of pure torsion fatigue. On the other hand the endurance limit of combined torsion/bending fatigue strength approximately half the fatigue limit of pure bending fatigue strength. The predicted values of combined torsion/bending fatigue strength at different number of cycles, using the published failure theory are in good agreement with the experimental data. For the investigated range of fiber volume fractions (V_f) it was found that higher stress levels are needed to produce fatigue failure after the same number of cycles as V_f increases.     

动载荷作用下含倒U型孔洞裂纹试件的动力损伤行为研究

裂纹群对隧道围岩的动力学特性影响机制复杂程度远大于单裂纹缺陷.为了研究裂纹群对隧道围岩破坏行为的影响机制,采用PMMA制备含倒U型孔洞裂纹模型试样模拟含裂纹缺陷围岩工况,利用落锤冲击试验机进行动态加载,分析遭受冲击载荷作用下裂纹群在围岩内的损伤演化规律,随后采用有限差分法软件进行数值分析,对比论证试验结果的科学性,及分...     

覆冰输电线结构及载荷对舞动的影响

为深入研究导线结构形式对输电线路系统动力学特性影响,以及导线结构形式及气动扭转载荷对覆冰输电线路舞动规律及幅值的影响,采用ANSYS参数化设计语言编写了计算导线舞动的非线性有限元分析程序,计算得出了系统气动载荷作用下的时间历程曲线。发现：在相同的气象条件下,分裂导线的振幅明显大于单根导线,且分裂数越高,导线越容易在短时间内形成稳态的舞动,应尽量采用单根导线或减少导线分裂数;扭转气动力载荷对面内外舞动的规律及幅值影响不大,对扭转角的幅值有较大影响,因此可忽略扭转气动载荷对断线和倒塔的作用。     

海洋输液立管涡激振动响应及其疲劳寿命研究

以FrancisBiolley改进的vanderPol尾流振子模型为基础,考虑管内流动流体和管外海洋环境荷载共同作用,建立了海洋立管涡激振动微分方程,用Hermit插值函数对立管微分方程进行离散,并用Miner理论对立管的疲劳寿命进行分析,通过编程和实例计算,分析了管内流速对涡激响应幅值和疲劳寿命的影响。结果表明,当管内流体流速变化使立管的固有频率接近漩涡脱落频率时,立管涡激振动响应将会增大,疲劳寿命将会显著减少。     

Identification of stochastic loads applied to a non-linear dynamical system using an uncertain computational model and experimental responses

The paper is devoted to the identification of stochastic loads applied to a non-linear dynamical system for which experimental dynamical responses are available. The identification of the stochastic load is performed using a simplified computational non-linear dynamical model containing both model uncertainties and data uncertainties. Uncertainties are taken into account in the context of the probability theory. The stochastic load which has to be identified is modelled by a stationary non-Gaussian stochastic process for which the matrix-valued spectral density function is uncertain and is then modelled by a matrix-valued random function. The parameters to be identified are the mean value of the random matrix-valued spectral density function and its dispersion parameter. The identification problem is formulated as two optimization problems using the computational stochastic model and experimental responses. A validation of the theory proposed is presented in the context of tubes bundles in Pressurized Water Reactors.     

一种基于时分同步的码分多址技术网络监管的分布式动态负载平衡算法

时分同步的码分多址技术（TD-SCDMA）网络具有显著的特点,如：可移动性、高速数据传输、业务种 类丰富以及业务流量大等,因此,监管TD-SCDMA 网络必须能够线速处理所有用户信息．本文以Hayat 研究的随 机时延的分布式动态负载平衡模型为基础,设计了局域网环境下计算随机时延的负载转移时延模型,采用多次先验 仿真的方法确定了增益因子,改进了负载平衡机制以满足3G 监管的要求．经过仿真测试,改进后的算法不仅节省 了分布式系统的资源,同时还能保证系统稳定、有效地运行,适于TD-SCDMA 网络的监管．     

风力机疲劳问题分析

从风力机的疲劳载荷源和疲劳寿命要求出发对风力机疲劳问题进行了分析,确定了风力机疲劳分析的方法和步骤,根据风速分布和设计寿命,采用雨流计数法制定出疲劳载荷谱,然后由疲劳载荷谱计算风力机疲劳寿命.     

一种新的输电线路阻塞责任定量分析方法

输电线路阻塞会影响电力系统运行的安全性和经济性,定量分析线路阻塞形成的原因将有利于提出更为合理的阻塞管理方法,保证电力市场的安全运行。提出一种新的基于电力网络源流路径电气剖分方法的输电线路阻塞分析方法。利用电气部分方法将阻塞线路上的电气信息量进行剖分,分析线路阻塞的具体成因,即阻塞到底是由哪些网络源（通常为发电机节点）和网络流（通常为负荷节点）通过何种电气路径形成的。在全面掌握阻塞成因的电气信息后,将网络源流各自应承担的电气责任在三种范围内进行了定量评估,获取分析对像应承担的阻塞责任。以IEEE14节点为例,说明所提方法的有效性。     

成层地基中倾斜荷载桩改进有限杆单元法研究

传统有限杆单元法不能考虑倾斜偏心荷载下基桩的P-Δ效应,假定桩身位移为三次幂函数,结合倾斜偏心荷载下单桩受力微分方程确定的桩身弯矩、剪力与桩身水平位移关系,导得具有简洁形式、计入P-Δ效应的杆单元刚度方程,进而得到改进的有限杆单元方法,并给列出了用该法进行成层地基中倾斜偏心荷载、桩自重、水平分布荷载、竖向分布荷载和竖向分散集中荷载综合作用下并考虑桩身倾斜影响基桩内力位移分析的具体计算步骤。结合某工程实例,对上述方法进行了验证。最后对影响倾斜荷载桩的主要因素如埋深、桩材、基桩自由长度、桩身倾斜度、竖向荷载偏心矩以及荷载倾角等对基桩受力特性影响进行了分析,获得了一些定性的结论。