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In-situ composite Cu-Cr contact cables with high strength and high conductivity 被引量:3
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作者 PENGLiming MAOXiemin +1 位作者 XUKuangdi DINGWenjiang 《Rare Metals》 SCIE EI CAS CSCD 2002年第1期62-66,共5页
In order to develop a new type of contact cable with high strengthand high electrical conductivity, Cu-Cr alloy series were selected asmaterials and cu-Cr alloy castings were produced by means ofdirectional solidifica... In order to develop a new type of contact cable with high strengthand high electrical conductivity, Cu-Cr alloy series were selected asmaterials and cu-Cr alloy castings were produced by means ofdirectional solidification continu- ous casting (DSCC) process. theresults show that the fibrillar strengthening phase, β-Cr, orderlyarranges among the copper matrix phase along the wire direction; andmicrostructure of in-situ composite forms, which retains the basicproperty of good conductivity of the copper matrix and meanwhileobtains the strengthening effect ofβ-Cr phase. 展开更多
关键词 contact cable in-situ composite directional solidification continuouscasting process Cu-Cr alloy
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Internal Force Distribution in Steel-Concrete Composite Structure for Pylon of Cable-Stayed Bridge 被引量:5
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作者 蒲黔辉 白光亮 《Journal of Southwest Jiaotong University(English Edition)》 2009年第2期95-101,共7页
Adopting a steel-anchor beam and steel corbel composite structure in the anchor zone on pylon is one of the key techniques for the design of Jintang bridge, a cable-stayed bridge in Zhoushan, China. In order to ensure... Adopting a steel-anchor beam and steel corbel composite structure in the anchor zone on pylon is one of the key techniques for the design of Jintang bridge, a cable-stayed bridge in Zhoushan, China. In order to ensure the safety of the steel-concrete composite structure, a stud connector model for the joint section was put forward. Experiments were conducted to obtain the relation between load and slip of specimen, the failure pattern of stud connector, the yield bearing capacity and ultimate bearing capacity of a single stud, etc. The whole process of the structural behavior of the specimen was comprehensively analyzed. The features of the internal force distribution in the steel-concrete composite structure and the strain distribution of stud connector under different loads were emphatically studied. The test results show that the stud connector is applicable for the steel-concrete composite structure for pylon of Jintang bridge. The stud has a good ductility performance and a obvious yield process before its destruction. The stud connector basically works in a state of elasticity under a load less than the yield load. 展开更多
关键词 Stud connector Experimental research Steel-concrete composite structure cable-stayed bridge Internal force distribution
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Research and Application of Semi-arch Full Anchor Cable Support in Coal Roadway with Composite Roof in Jiulong Mine
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作者 CHENLong 《外文科技期刊数据库(文摘版)工程技术》 2022年第3期200-204,共5页
After driving along the opening of the lower gateway in the lower 15242 working face of Jiulong Mine, the roadway was driven along a fault with a drop of about 20m. The distance between the lower side of the roadway a... After driving along the opening of the lower gateway in the lower 15242 working face of Jiulong Mine, the roadway was driven along a fault with a drop of about 20m. The distance between the lower side of the roadway and the fault was about 5m. At the same time, the roof of the roadway was a composite roof with coal and rock interbedding. The roof of the roadway was 6-8m up and there were 3 coal seams with a thickness of 0.2-0.5m The rocks within 10m were all sandy mudstone. Therefore, due to the influence of fault residual stress and poor roof lithology, the surrounding rock pressure of the roadway is obvious, and the roof and floor of the roadway and the two sides converge greatly. In the process of tunneling, the traditional inclined-distance section of the roof of the No.2 coal seam is adopted, and the roof subsidence of the roadway is still large after the full anchor cable support. In order to ensure the safety of roadway tunneling and use, the roof of the roadway is forced to be reinforced with anchor cables through the posterior approach, which results in more labor and excess cost of supporting materials. In order to solve the above problems, it is urgent to optimize the shape of roadway drivage section and supporting parameters. 展开更多
关键词 composite roof surrounding rock anchor cable
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Synergistic Effect of Silicone Macromolecular Charring Agent and Ammonium Polyphosphate on Improving Flame Retardancy and Mechanical Properties of Ethylene-Butyl Acrylate Copolymer Composites
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作者 Xuan Huo Bingchen Wu +6 位作者 Yuanmeng Lou Junlin Zhu Cui Li Lili Ma Ye-Tang Pan Chuncheng Hao Xin Wen 《Journal of Polymer Materials》 2025年第2期517-530,共14页
Power cables are important pieces of equipment for energy transmission,but achieving a good balance between flame retardancy and mechanical properties of cable sheaths remains a challenge.In this work,a novel intumesc... Power cables are important pieces of equipment for energy transmission,but achieving a good balance between flame retardancy and mechanical properties of cable sheaths remains a challenge.In this work,a novel intumescent flame retardant(IFR)system containing silicone-containing macromolecular charring agent(Si-MCA)and ammonium polyphosphate(APP)was designed to synergistically improve the flame retardancy and mechanical properties of ethylene-butyl acrylate copolymer(EBA)composites.The optimal mass ratio of APP/Si-MCA was 3/1 in EBA composites(EBA/APP-Si-31),corresponding to the best flame retardancy with 31.2% of limited oxygen index(LOI),V-0 rating in UL-94 vertical burning test,and 76.4%reduction on the peak of heat release rate(PHRR)in cone calorimeter test.The enhancement mechanism was attributed to the synergistic effect of APP/Si-MCA during combustion,including the radical-trapping effect,the dilution effect of non-flammable gases,and the barrier effect of the intumescent char layer.Meanwhile,the tensile results indicated that EBA/APP-Si-31 also exhibited good mechanical properties with the addition of maleic anhydride-grafted polyethylene(PE-g-MA)as the compatibilizer.Thus,the APP/Si-MCA combination is an effective IFRs system for preparing high-performance EBA composites,and it will promote their applications as cable sheath materials. 展开更多
关键词 Ethylene-butyl acrylate copolymer intumescent flame retardants polymer composites synergistic effect cable sheath
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Failure mechanism and safety control technology of a composite strata roadway in deep and soft rock masses:a case study 被引量:1
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作者 ZHAO Chengwei ZHOU Hui +3 位作者 SUN Xiaoming ZHANG Yong MIAO Chengyu WANG Jian 《Journal of Mountain Science》 SCIE CSCD 2024年第7期2427-2444,共18页
The construction of coal mines often encounters deep composite soft rock roadways,which is characterized by significant deformation and poor stability.To deeply study the failure mechanism and large deformation challe... The construction of coal mines often encounters deep composite soft rock roadways,which is characterized by significant deformation and poor stability.To deeply study the failure mechanism and large deformation challenges of a composite strata roadway in deep and soft rock masses,a numerical model of 3DEC tetrahedral blocks was established based on the method of rock quality designation(RQD).The results showed that original support cannot prevent asymmetric failure and large deformation due to the adverse geological environment and unsuitable support design.According to the failure characteristics,a coupling support of“NPR bolt/cable+mesh+shotcrete+steel pipe”was proposed to control the stability of the surrounding rock.The excellent mechanical properties of large deformation(approximately 400 mm)and high constant resistance force(bolt with 180 k N;cable with 350 k N)were evaluated by the tensile tests.The numerical results showed that the maximum deformation was minimized to 243 mm,and the bearing capacity of the surrounding rock of the roadway was enhanced.The field test results showed that the maximum deformation of the surrounding rock was 210 mm,and the forces of the NPR bolt and cable were stable at approximately 180 k N and 350 k N,respectively.This demonstrated the effectiveness of the coupling support with the NPR bolt and cable,which could be a guiding significance for the safety control of large deformation and failure in deep composite soft rock roadways. 展开更多
关键词 3DEC composite strata roadway Soft rock NPR bolt and cable Asymmetric large deformation
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Parametric Vibration and Vibration Reduction of Cables in Cable-stayed Space Latticed Structure
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作者 包艳 周岱 柳杰 《Journal of Shanghai Jiaotong university(Science)》 EI 2008年第2期145-149,共5页
Mechanical model and vibration equation of a cable in cable-stayed space latticed structure (CSLS) under external axial excitation were founded.Determination of the mass lumps and natural frequencies sup- plied by the... Mechanical model and vibration equation of a cable in cable-stayed space latticed structure (CSLS) under external axial excitation were founded.Determination of the mass lumps and natural frequencies sup- plied by the space latticed structure (SLS) was analyzed.Multiple scales method (MSM) was introduced to analyze the characteristics of cable's parametric vibration,and the precise time-integration method (PTIM) was used to solve vibration equation.The vibration behavior of a cable is closely relative to the frequency ratio of the cable and SLS.The cable's parametric vibration caused by the external axial excitation easily occurs if the frequency ratio of the cable and SLS is in a certain range,and the cable's vibration amplitude varies greatly even if the initial disturbance supplied by SLS changes a little.Furthermore,the mechanical model and vibration equation of the composite cable system consisting of main cables and assistant cables were studied. The parametric analysis such as the pre-tension level and arrangement of the assistant cables was carried out. Due to the assistant cables,the single-cable vibration mode can be transferred to the global vibration mode, and the stiffness and damping of the cable system are enhanced.The natural frequencies of the composite cable system with the curve line arrangement of assistant cables are higher than those with the straight-line arrangement and the former is more effective than the latter on the cable's vibration suppression. 展开更多
关键词 cable parametric vibration composite cable system axial excitation vibration suppression
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Study on support mechanism of pre-stressed truss cable and its application
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作者 张守宝 何富连 谢生荣 《Journal of Coal Science & Engineering(China)》 2007年第4期500-502,共3页
The truss cable support technology was put forward to control the large mining height and composite mudstone strata roadway. This technique makes the steady rock in roadway slantwise top be anchor points, makes the tr... The truss cable support technology was put forward to control the large mining height and composite mudstone strata roadway. This technique makes the steady rock in roadway slantwise top be anchor points, makes the truss cable be steady support structure through special implement, and supplied rock in anchor area with horizontal and vertical pressure which strengthens the surrounding rock's anti-strain capability, so it can solve the support problem in roadway with the large cross section and large mining height with mudstone strata. The support mechanism of truss cable about how to make the soft strata stabilize is analyzed by use of the mechanical method. Based on the mechanism and numerical simulation method, the truss cable support project was designed and used to the large mining setting room in eleventh mining area of Bailong Mine successfully. 展开更多
关键词 large mining height composite mudstone truss cable support mechanism
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Effect of gamma-ray irradiation on electrical conductivity of polypropylene composite for nuclear cable insulation
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作者 Baixin Liu Yu Gao +4 位作者 Chenyi Guo Jing Li Yu Chen Junguo Gao Boxue Du 《High Voltage》 2025年第2期470-479,共10页
In this paper,the effect of gamma-ray irradiation on the electrical conductivity of polypropylene(PP)composites has been studied.The samples are prepared using PP and styrene-ethylene-butylene-styrene elastomer with c... In this paper,the effect of gamma-ray irradiation on the electrical conductivity of polypropylene(PP)composites has been studied.The samples are prepared using PP and styrene-ethylene-butylene-styrene elastomer with contents ranging from 0 wt%to 50 wt%,and exposed to Cobalt-60 gamma irradiation,with a dose from 0 to 250 kGy.Electrical conductivities at different temperatures and trap distributions are measured to observe the deterioration of insulation performance.The microstructure of the sample is estimated using differential scanning calorimetry,X-ray diffraction,thermogravimetric analysis and a scanning electron microscope.The obtained results demonstrate a correlation between the increase in electrical conductivity and the elevation in both total dose and temperature.At 250 kGy,the trap distribution tends to become shallower,accompanied by a decrease in crystallinity,melting and decomposition temperatures of the sample.The PP composite exhibits better stability against irradiation and thermal effects,primarily due to the cross-linked structures formed by irradiation. 展开更多
关键词 x ray diffraction differential scanning calorimetry gamma ray irradiation polypropylene composite MICROSTRUCTURE trap distribution electrical conductivity nuclear cable insulation
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斜拉桥宽幅钢-UHPC组合梁悬拼匹配分析
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作者 陈常松 王聪 黄茛 《中外公路》 2026年第1期140-150,共11页
为控制斜拉桥宽幅钢-UHPC组合梁悬臂拼装时待装与已装梁段间的变形差,实现精准匹配,该文首先介绍了提前挂索并结合吊机卸载的匹配方法;然后以超千米级宽幅钢-UHPC组合梁斜拉桥——观音寺长江大桥为工程背景,建立了局部精细化有限元模型... 为控制斜拉桥宽幅钢-UHPC组合梁悬臂拼装时待装与已装梁段间的变形差,实现精准匹配,该文首先介绍了提前挂索并结合吊机卸载的匹配方法;然后以超千米级宽幅钢-UHPC组合梁斜拉桥——观音寺长江大桥为工程背景,建立了局部精细化有限元模型,分析了宽幅钢-UHPC组合梁悬臂拼装施工阶段匹配截面竖向变形规律;最后探讨了匹配顺序、预挂索力和吊机卸载比等因素对梁段变形和受力的影响,提出了预张索力及卸载比计算方法,确定了最优卸载方案。研究结果表明:采用提前挂索吊机卸载法可有效减小宽幅钢-UHPC组合梁悬臂拼装时待装与已装梁段间的竖向变形差,为待装与已装梁段的拼接创造较好的精确匹配条件。 展开更多
关键词 斜拉桥 宽幅钢-UHPC组合梁 悬臂拼装 精确匹配 有限元分析
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海底光电复合电缆冲击响应试验及仿真研究
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作者 罗龙琦 李科斌 +2 位作者 赵远涛 周风华 郑宇轩 《高压物理学报》 北大核心 2026年第2期100-114,共15页
为探讨海底光电复合电缆(submarine optical-electrical composite cable,SOCC)在不同工况下的抗冲击力学性能,对SOCC开展落锤冲击试验,揭示不同变量下其外铠装的结构变形特征,记录冲击演化过程和最大凹陷变形程度;然后,对SOCC开展有限... 为探讨海底光电复合电缆(submarine optical-electrical composite cable,SOCC)在不同工况下的抗冲击力学性能,对SOCC开展落锤冲击试验,揭示不同变量下其外铠装的结构变形特征,记录冲击演化过程和最大凹陷变形程度;然后,对SOCC开展有限元模拟,并与试验结果进行对比分析;最后,探讨了SOCC在不同参数影响下的变形特征。结果表明:内外铠装均发生了凹陷变形,铜铠装、铜导体和光缆铠装主要表现为弯曲变形,同时耦合局部凹陷变形;随着冲击能量的增大,金属构件达到最大变形所需时间缩短、回弹加快;冲击角度对内外铠装凹陷变形的影响不明显,对内部其他构件产生了显著破坏,其中上方构件的变形破坏最为严重。研究结果有利于对SOCC的动力学性能评估,并为工程中SOCC保护措施设计提供参考。 展开更多
关键词 海底光电复合电缆 冲击能量 变形特征 ABAQUS
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断层构造应力影响下复合顶板煤巷围岩控制技术研究
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作者 李挡 王庆牛 +2 位作者 李世辉 王福海 陈康 《煤》 2026年第2期18-22,共5页
针对断层构造应力影响下复合顶板煤巷围岩控制技术难题,以丁集矿1232(3)工作面轨道巷为研究对象,分析了巷道围岩变形破坏特征,阐述了巷道围岩变形破坏主控因素及控制技术对策,提出了一种以高预应力梯级分层锚固技术为核心的围岩控制技术... 针对断层构造应力影响下复合顶板煤巷围岩控制技术难题,以丁集矿1232(3)工作面轨道巷为研究对象,分析了巷道围岩变形破坏特征,阐述了巷道围岩变形破坏主控因素及控制技术对策,提出了一种以高预应力梯级分层锚固技术为核心的围岩控制技术,形成浅部全长锚固抗剪切、中部短锚索控制软弱夹层离层、深部大范围承载的一体化控制,构建高强度、深厚度、高稳定性的连续性顶板承载结构,工程实践表明该方案有效控制了巷道围岩变形,支护效果良好。 展开更多
关键词 断层 构造应力 复合顶板 短锚索 连续性顶板承载结构
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地浸采铀井下专用光电一体复合缆研制
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作者 田野 张翀 +4 位作者 贾皓 杜志明 原渊 李沁慈 王嗣晨 《电线电缆》 2026年第1期54-58,共5页
为满足地浸采铀井下作业对高可靠性电力与通信传输(数字化转型)的需求,文中提出了一种地浸采铀井下专用光电一体复合缆。结合地浸采铀领域特点,阐述了专用光电一体复合缆的设计原理和关键技术。通过优化光电一体复合缆的结构和选材,改... 为满足地浸采铀井下作业对高可靠性电力与通信传输(数字化转型)的需求,文中提出了一种地浸采铀井下专用光电一体复合缆。结合地浸采铀领域特点,阐述了专用光电一体复合缆的设计原理和关键技术。通过优化光电一体复合缆的结构和选材,改进生产工艺,实现井下极端环境的稳定运行。测试结果表明,光电一体复合缆的抗拉强度为2510 N,折弯半径为80 mm。与传统分离式电缆和光缆方案相比,该专用光电一体复合缆提升了布线效率,降低了故障风险。 展开更多
关键词 光电一体复合缆 结构优化 研制工艺 强度测试 地浸采铀
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复合预制式电缆终端应力锥非线性形变对界面压力的影响
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作者 贾春 吴超 +3 位作者 江钰琳 江浪 黄若彬 王霞 《电线电缆》 2026年第1期44-53,共10页
针对复合预制式电缆终端橡胶应力锥在安装过程中因过盈装配产生的非线性形变对界面压力分布的不利影响,提出了一种考虑应力锥非线性形变的结构优化方法。首先,基于弹塑性力学理论推导了应力锥扩张过程中的形变与位移方程,获得其形变后... 针对复合预制式电缆终端橡胶应力锥在安装过程中因过盈装配产生的非线性形变对界面压力分布的不利影响,提出了一种考虑应力锥非线性形变的结构优化方法。首先,基于弹塑性力学理论推导了应力锥扩张过程中的形变与位移方程,获得其形变后的实际结构尺寸;随后,在有限元仿真中引入超弹性模型,建立了适用于几何复杂、变形量大且不可压缩橡胶体的界面压力计算方法。在此基础上,综合考虑弹簧轴向补偿力与非线性形变对界面压力分布的影响,揭示了端部压力峰值高、中部压力低的分布特征。针对该问题,提出并验证了相应的结构优化设计,使界面压力分布显著趋于均匀,有效缓解了局部应力集中,为复合预制式电缆终端的设计与工程应用提供了参考。 展开更多
关键词 复合预制式电缆终端 应力锥 非线性形变 界面压力 有限元分析
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复合顶板松软煤层巷道支护技术研究与实践
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作者 李通 《煤矿现代化》 2026年第1期154-157,161,共5页
针对西山德顺10109综采工作面回采巷道围岩变形大、难支护的问题,通过钻孔窥视和监测分析了巷道围岩的变形破坏机理,同时采用桁架锚索支护原理分析了其优越性,据此提出“锚杆+单体锚索+桁架锚索+金属网”优化支护方案,数值模拟和现场工... 针对西山德顺10109综采工作面回采巷道围岩变形大、难支护的问题,通过钻孔窥视和监测分析了巷道围岩的变形破坏机理,同时采用桁架锚索支护原理分析了其优越性,据此提出“锚杆+单体锚索+桁架锚索+金属网”优化支护方案,数值模拟和现场工业性试验结果表明,巷道顶板下沉量、两帮收敛量和底臌量最大值分别为64、87、33 mm,顶板深基点和浅基点处的最大离层量分别为21 mm和6mm,验证了该支护技术方案可有效控制复合顶板松软煤层巷道围岩变形。 展开更多
关键词 复合顶板 松软煤层 单体锚索 桁架锚索
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公铁合建钢混-板桁组合梁斜拉桥稳定与极限承载力
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作者 李浩 《中国铁道科学》 北大核心 2026年第1期136-144,共9页
为研究公铁合建大跨度钢混-板桁组合梁斜拉桥的稳定及极限承载力,依托主跨808 m的深江铁路洪奇沥特大桥,建立以梁单元为主的全桥空间杆系有限元模型,开展大桥第一类稳定分析,并考虑几何初始变形及材料弹塑性进行非线性稳定及最不利杆件... 为研究公铁合建大跨度钢混-板桁组合梁斜拉桥的稳定及极限承载力,依托主跨808 m的深江铁路洪奇沥特大桥,建立以梁单元为主的全桥空间杆系有限元模型,开展大桥第一类稳定分析,并考虑几何初始变形及材料弹塑性进行非线性稳定及最不利杆件极限承载力分析。结果表明:大桥第一类稳定系数随荷载增大总体呈现降低的趋势,恒载+8线公路及4线铁路满布活载工况下大桥1阶稳定系数最小为7.305,大于规范要求的4.0,表明大桥具有良好的整体线弹性稳定性;满载工况相对偏载工况更为不利,设计风荷载对稳定影响并不显著;大桥整体稳定系数与几何初始变形呈现负相关变化;考虑最大几何初始变形(1/1000倍主跨跨径)下最不利工况(恒载+8线公路及4线铁路满布活载工况)的各阶稳定系数仍大于4.0;主力+附加力组合下,主要杆件的强度安全系数在1.44~3.07之间;考虑几何非线性时,杆件活载失稳系数随着几何缺陷的增大呈降低趋势,活载失稳系数最小为16.00,稳定承载力远大于强度破坏荷载;考虑几何与材料双重非线性影响时,主要杆件的活载失稳系数由16.00减为2.92,稳定承载力明显降低,但仍然为强度破坏控制。 展开更多
关键词 公铁合建斜拉桥 钢混-板桁组合梁 稳定系数 极限承载力 非线性
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基于碳纳米管导体在电缆中的轻量化研究
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作者 林奕利 林春如 +2 位作者 王海勇 马飞 林昇洋 《汽车电器》 2026年第1期137-139,共3页
随着现代工业和科技的快速发展,对高性能、轻量化电缆的需求日益增长。传统金属导体电缆在质量、导电性和机械强度等方面面临瓶颈。碳纳米管作为一种具有优异导电性、高强度和轻质特性的新型材料,为下一代轻量化电缆的设计和制造提供革... 随着现代工业和科技的快速发展,对高性能、轻量化电缆的需求日益增长。传统金属导体电缆在质量、导电性和机械强度等方面面临瓶颈。碳纳米管作为一种具有优异导电性、高强度和轻质特性的新型材料,为下一代轻量化电缆的设计和制造提供革命性的解决方案。本文综述碳纳米管导体技术的最新进展,探讨碳纳米管在轻量化电缆中的应用潜力,分析目前面临的挑战,并对未来发展趋势进行展望。 展开更多
关键词 碳纳米管 轻量化电缆 导电性 机械强度 复合材料
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滨海湾大桥主塔构造设计与对比分析
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作者 张旸 宁立 《广东公路交通》 2026年第1期15-19,共5页
东莞市滨海湾大桥主桥采用独塔扭索面固结体系斜拉桥,跨径布置采用(60+200+200+60)m,主塔采用钢-钢壳混凝土混合结构,中下塔柱截面尺寸较小而内力较大,采用钢壳混凝土结构,上塔柱截面尺寸大而内力较小,采用钢结构。为提高主塔建筑造型... 东莞市滨海湾大桥主桥采用独塔扭索面固结体系斜拉桥,跨径布置采用(60+200+200+60)m,主塔采用钢-钢壳混凝土混合结构,中下塔柱截面尺寸较小而内力较大,采用钢壳混凝土结构,上塔柱截面尺寸大而内力较小,采用钢结构。为提高主塔建筑造型和受力合理的统一性,从加工制造便利性、结构受力合理性等方面对桥塔几何设计、构造细节设计等进行对比分析,并通过有限元分析验证了异形桥塔设计的可行性。结果表明:桥塔截面采用定值半径圆弧与切直线相结合的形式,在制造可行性与构造合理性方面均表现优异;主塔锚箱采用三壁板形式,能够有效兼顾主塔外形变化、结构受力需求及塔内附属设施空间布置;通过斜联板的设计,可显著改善锚箱角点应力传递路径,避免应力集中现象。 展开更多
关键词 异形扭曲面桥塔 钢-钢壳混凝土混合塔 斜拉桥 主塔设计 景观桥
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一种基于布里渊光时域反射技术的光纤复合架空地线光缆故障精准定位方法
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作者 张峰 高英豪 +2 位作者 仇碧杰 杨成鹏 罗江 《山西电力》 2026年第1期32-35,共4页
光纤复合架空地线兼具地线与通信双重功能,是电网安全运行的重要基础设施,对其故障进行快速精确定位是确保电网安全稳定运行的重要条件。基于此提出了一种基于分布式光纤传感技术的光缆故障定位方法,基于自发布里渊散射原理,利用光纤内... 光纤复合架空地线兼具地线与通信双重功能,是电网安全运行的重要基础设施,对其故障进行快速精确定位是确保电网安全稳定运行的重要条件。基于此提出了一种基于分布式光纤传感技术的光缆故障定位方法,基于自发布里渊散射原理,利用光纤内部布里渊散射光在频率上的位移量以及光纤在轴向的应变,或者和周围环境温度间存在的线性关系,获得对光纤复合架空地线光缆纤芯应力及温度参数的高精度感知,从而实现对光纤复合架空地线光缆纤芯故障的及时发现和准确定位。试验结果表明,与传统的人工巡线定位结合光时域反射仪测试方法相比,提出的方法对光纤复合架空地线光缆故障的定位精度和定位时效性都有较大的提升,为电力光纤复合架空地线光缆的日常运维提供了新的技术手段。 展开更多
关键词 布里渊光时域反射 分布式传感 布里渊频移 光纤复合架空地线 光缆故障定位
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珠肇高铁西江特大桥主桥总体设计 被引量:4
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作者 王斌 《世界桥梁》 北大核心 2025年第1期15-21,共7页
珠肇高铁西江特大桥主桥为(70+148+2×435+148+70)m三塔斜拉桥,采用中塔设置固定支座、边塔设置纵向活动支座的支座体系,在中、边塔处均设置纵向液压阻尼器,辅助墩、边墩处设置E型钢阻尼器,并设置2对中塔加强索以提高桥梁刚度。主... 珠肇高铁西江特大桥主桥为(70+148+2×435+148+70)m三塔斜拉桥,采用中塔设置固定支座、边塔设置纵向活动支座的支座体系,在中、边塔处均设置纵向液压阻尼器,辅助墩、边墩处设置E型钢阻尼器,并设置2对中塔加强索以提高桥梁刚度。主梁采用钢-混组合梁,钢结构采用槽形截面,桥面板采用混凝土板,负弯矩较大的主梁区段采用顶、底板双组合截面以改善主梁应力状态。辅助墩两侧共58 m范围内钢结构与混凝土桥面板采用缓粘结剪力钉连接,桥面板采用超高性能混凝土(UHPC)+钢筋混凝土(RC)组合结构,以提高桥面板抗裂性能。采用H形桥塔,由上、中、下塔柱和上、下横梁组成,桥面以上塔高与主跨跨径比值为1/3.69,桥塔及桥墩均采用钻孔灌注桩基础;斜拉索采用双索面扇形布置,全桥设置102对平行钢丝拉索以及2对中塔加强索。该桥结构验算结果表明:桥梁具有合理的刚度、良好的轨道平顺性、气动稳定性及抗风性能,能够满足高速列车运行要求。 展开更多
关键词 铁路桥 三塔斜拉桥 钢-混凝土组合梁 中塔加强索 缓粘结剪力钉 UHPC+RC组合桥面板 桥梁设计
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大跨度槽形钢箱梁-混凝土桥面板组合梁斜拉桥整体受力特性与截面刚度分配 被引量:1
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作者 李晓斌 宋汶灵 +4 位作者 谢明志 张勇 杨灯 包杰 曾甲华 《铁道建筑》 北大核心 2025年第1期7-13,共7页
泉州湾跨海大桥主桥全联主梁采用槽形钢箱梁-混凝土桥面板组合结构,在高速铁路大跨度跨海斜拉桥中系首次采用。为探明槽形钢箱梁-混凝土桥面板组合主梁沿纵桥向的静力受力特点,建立主桥结构有限元分析模型,开展主桥在不同荷载组合作用... 泉州湾跨海大桥主桥全联主梁采用槽形钢箱梁-混凝土桥面板组合结构,在高速铁路大跨度跨海斜拉桥中系首次采用。为探明槽形钢箱梁-混凝土桥面板组合主梁沿纵桥向的静力受力特点,建立主桥结构有限元分析模型,开展主桥在不同荷载组合作用下的静力响应分析,揭示刚度分配和一期压重对主梁受力的影响规律。结果表明:在不同荷载组合作用下,截面应力峰值均出现在主墩及辅助墩处;主墩处主梁截面承受的轴向压力及负弯矩最大,辅助墩处主梁截面承受的竖向剪力最大,负弯矩较大,该处钢箱梁截面的正应力水平最高,尤其是钢箱梁顶缘的正应力水平远高于主墩处。综合分析主梁截面刚度及其分布情况、内力和应力分布情况,以及一期压重混凝土板对主梁受力的影响,辅助墩处主梁截面为最不利受力位置,其受力状态更加需要关注。与普通组合梁相比,槽形钢箱梁-混凝土桥面板组合梁的构件在工厂预制,可以在海湾深水区装配化实现快速建造,在工程经济性、抗风性能、海湾深水施工条件、高速列车行车性能适应性等方面具有显著优势,应用前景广泛。 展开更多
关键词 槽形钢-混组合梁 斜拉桥 有限元法 静力行为 刚度分配
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