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Numerical simulation of the deformation risk in thin slab continuous casting process with liquid core reduction 被引量:1
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作者 Zhida Zhang Jize Chen +3 位作者 Cheng Ji Yutang Ma Miaoyong Zhu Wenxue Wang 《International Journal of Minerals,Metallurgy and Materials》 2025年第5期1114-1127,共14页
The application of liquid core reduction(LCR)technology in thin slab continuous casting can refine the internal microstruc-tures of slabs and improve their production efficiency.To avoid crack risks caused by large de... The application of liquid core reduction(LCR)technology in thin slab continuous casting can refine the internal microstruc-tures of slabs and improve their production efficiency.To avoid crack risks caused by large deformation during the LCR process and to minimize the thickness of the slab in bending segments,the maximum theoretical reduction amount and the corresponding reduction scheme for the LCR process must be determined.With SPA-H weathering steel as a specific research steel grade,the distributions of tem-perature and deformation fields of a slab with the LCR process were analyzed using a three-dimensional thermal-mechanical finite ele-ment model.High-temperature tensile tests were designed to determine the critical strain of corner crack propagation and intermediate crack initiation with various strain rates and temperatures,and a prediction model of the critical strain for two typical cracks,combining the effects of strain rate and temperature,was proposed by incorporating the Zener-Hollomon parameter.The crack risks with different LCR schemes were calculated using the crack risk prediction model,and the maximum theoretical reduction amount for the SPA-H slab with a transverse section of 145 mm×1600 mm was 41.8 mm,with corresponding reduction amounts for Segment 0 to Segment 4 of 15.8,7.3,6.5,6.4,and 5.8 mm,respectively. 展开更多
关键词 thin slab continuous casting liquid core reduction three-dimensional thermal-mechanical critical strain crack risk maxim-um theoretical reduction amount
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Nursing Application of Continuous Improvement of Intestinal Preparation in Three-dimensional Intestinal CT Imaging
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作者 WEN Lan LI Yanxiang +2 位作者 Lingyan XIE Yulan YE Linjiao 《外文科技期刊数据库(文摘版)医药卫生》 2021年第11期599-602,共6页
Objective: to investigate the nursing effect of continuous improvement of intestinal preparation (CQI) in three-dimensional intestinal CT imaging. Methods: a total of 60 patients who underwent intestinal three-dimensi... Objective: to investigate the nursing effect of continuous improvement of intestinal preparation (CQI) in three-dimensional intestinal CT imaging. Methods: a total of 60 patients who underwent intestinal three-dimensional CT examination in our hospital from January 2019 to January 2021 were selected and divided into two groups according to random number table method, with 30 patients in each group. The control group was given routine nursing intervention, and the observation group was given intestinal preparation continuous improvement intervention. The success rate of examination, awareness rate before examination, satisfaction rate of image quality and complications were compared between the two groups. Results: the success rate and awareness rate before examination in the observation group were higher than those in the control group, and the difference was statistically significant (P < 0.05). The satisfaction rate of image quality in the observation group was higher than that in the control group, and the incidence of complications in the observation group was lower than that in the control group, with statistical significance (P < 0.05). Conclusion: intestinal preparation CQI intervention can improve the success rate of intestinal three-dimensional CT examination, improve the knowledge of patients, enhance the quality of CT imaging, and reduce the incidence of complications. 展开更多
关键词 intestinal three-dimensional CT imaging continuous improvement of intestinal readiness image quali
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Sparse three-dimensional imaging for forward-looking array SAR using spatial continuity
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作者 LIU Xiangyang ZHANG Bingpeng +1 位作者 CAO Wei XIE Wenjia 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2021年第2期417-424,共8页
For forward-looking array synthetic aperture radar(FASAR),the scattering intensity of ground scatterers fluctuates greatly since there are kinds of vegetations and topography on the surface of the ground,and thus the ... For forward-looking array synthetic aperture radar(FASAR),the scattering intensity of ground scatterers fluctuates greatly since there are kinds of vegetations and topography on the surface of the ground,and thus the signal-to-noise ratio(SNR)of its echo signals corresponding to different vegetations and topography also varies obviously.Owing to the reason known to all,the performance of the sparse reconstruction of compressed sensing(CS)becomes worse in the case of lower SNR,and the quality of the sparse three-dimensional imaging for FASAR would be affected significantly in the practical application.In this paper,the spatial continuity of the ground scatterers is introduced to the sparse recovery algorithm of CS in the threedimensional imaging for FASAR,in which the weighted least square method of the cubic interpolation is used to filter out the bad and isolated scatterer.The simulation results show that the proposed method can realize the sparse three-dimensional imaging of FASAR more effectively in the case of low SNR. 展开更多
关键词 forward-looking array synthetic aperture radar(FASAR) sparse three-dimensional imaging compressed sensing(CS) spatial continuity
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Cable Sliding at Supports in Cable Structures 被引量:5
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作者 魏建东 《Journal of Southwest Jiaotong University(English Edition)》 2004年第1期56-60,共5页
To develop an effective numerical method for the cable sliding problem in cable structures, two-node catenary cable element was built to model the cables based on analytical solution of elastic catenary. Cooperated wi... To develop an effective numerical method for the cable sliding problem in cable structures, two-node catenary cable element was built to model the cables based on analytical solution of elastic catenary. Cooperated with Newton method, continuation method was used to solve the nonlinear equations. This approach is more efficient than using Newton method only and has a wider range to select initial values for the process to converge. The relationship between the tension on a cable segment and its unstrained length was derived and used to calculate the unbalanced cable tensions at the supports. An example is presented to show the correctness and efficiency of the proposed method. 展开更多
关键词 cable Nonlinear analysis Finite element method continuation method SLIDING
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Static and dynamic finite element analysis of 304 stainless steel rod and wire hot continuous rolling process 被引量:5
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作者 Siyu Yuan Liwen Zhang +4 位作者 Shulun Liao Mao Li Min Qi Yu Zhen Shuqi Guo 《Journal of University of Science and Technology Beijing》 CSCD 2008年第3期324-329,共6页
Three-dimensional finite element models were developed to analyze 304 stainless steel rod and wire hot continuous rolling process with the help of MSC.Marc software. The entire 30-pass deformation process and the actu... Three-dimensional finite element models were developed to analyze 304 stainless steel rod and wire hot continuous rolling process with the help of MSC.Marc software. The entire 30-pass deformation process and the actual parameters of production line were taken into account. Static and dynamic procedures were used to study the continuous rolling process with the aid of the thermo-mechanical coupled FEM of elastic-plasticity. The properties of billets, such as deformation, temperature field and rolling force, were mainly discussed. The simulation results of temperature agree well with the measured values. Comparisons of the analysis results obtained using static implicit method and dynamic implicit method were presented. It is shown that static implicit procedure is more accurate than dynamic implicit procedure and is able to simulate the rolling process with a lower speed, such as a roughing mill. Whereas, dynamic analysis shows a higher efficiency than static analysis and is fit for simulating the rolling process with a higher speed, such as a finishing mill. 展开更多
关键词 304 stainless steel static implicit dynamic implicit three-dimensional simulation continuous rolling
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A Downward-looking Three-dimensional Imaging Method for Airborne FMCW SAR Based on Array Antennas 被引量:2
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作者 HOU Haiping QU Changwen ZHOU Qiang XIANG Yingchun 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2011年第1期55-64,共10页
With regard to problems in conventional synthetic aperture radar (SAR), such as imaging distortion, beam limitation and failure in acquiring three-dimensional (3-D) information, a downward-looking 3-D imaging meth... With regard to problems in conventional synthetic aperture radar (SAR), such as imaging distortion, beam limitation and failure in acquiring three-dimensional (3-D) information, a downward-looking 3-D imaging method based on frequency modulated continuous wave (FMCW) and digital beamforming (DBF) technology for airborne SAR is presented in this study. Downward-looking 3-D SAR signal model is established first, followed by introduction of virtual antenna optimization factor and discussion of equivalent-phase-center compensation. Then, compensation method is provided according to reside video phase (RVP) and slope term for FMCW SAR. As multiple receiving antennas are applied to downward-looking 3-D imaging SAR, range cell migration correction (RCMC) turns to be more complex, and corrective measures are proposed. In addition, DBF technology is applied in realizing cross-track resolution. Finally, to validate the proposed method, magnitude of slice, peak sidelobe ratio (PSLR), integrated sidelobe ratio (ISLR) and two-dimensional (2-D) contour plot of impulse response function (IRF) of point target in three dimensions are demonstrated. Satisfactory performances are shown by simulation results. 展开更多
关键词 synthetic aperture radar radar imaging frequency modulated continuous wave downward-looking three-dimensional array antenna digital beamforming
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Phase Characteristic Analysis of Continuous Depth Air-Gun Source Wavelet 被引量:4
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作者 XING Lei LIU Huaishan +5 位作者 ZHENG Xilai LIU Xueqin ZHANG Jin WANG Linfei ZOU Zhihui XU Yiming 《Journal of Ocean University of China》 SCIE CAS 2016年第5期815-824,共10页
Air guns are important sources for marine seismic exploration. Far-field wavelet of air gun arrays, as a necessary parameter for pre-stack processing and source models, plays an important role during marine seismic da... Air guns are important sources for marine seismic exploration. Far-field wavelet of air gun arrays, as a necessary parameter for pre-stack processing and source models, plays an important role during marine seismic data processing and interpretation. When an air gun fires, it generates a series of air bubbles. Similar to onshore seismic exploration, the water forms a plastic fluid near the bubble; the farther the air gun is located from the measurement, the more steady and more accurately represented the wavelet will be. In practice, hydrophones should be placed more than 100 m from the air gun; however, traditional seismic cables cannot meet this requirement. On the other hand, vertical cables provide a viable solution to this problem. This study uses a vertical cable to receive wavelets from 38 air guns and data are collected offshore Southeast Qiong, where the water depth is over 1000 m. In this study, the wavelets measured using this technique coincide very well with the simulated wavelets and can therefore represent the real shape of the wavelets. This experiment fills a technology gap in China. 展开更多
关键词 wavelet Wavelet requirement cable bubble consistency continuity processed coincide viable
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Free vibration of a sagged cable with attached discrete elements
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作者 W.PAKOS 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2019年第5期631-648,共18页
An algorithm is presented to analyze the free vibration in a system composed of a cable with discrete elements, e.g., a concentrated mass, a translational spring, and a harmonic oscillator. The vibrations in the cable... An algorithm is presented to analyze the free vibration in a system composed of a cable with discrete elements, e.g., a concentrated mass, a translational spring, and a harmonic oscillator. The vibrations in the cable are modeled and analyzed with the Lagrange multiplier formalism. Some fragments of the investigated structure are modeled with continuously distributed parameters, while the other fragments of the structure are modeled with discrete elements. In this case, the linear model of a cable with a small sag serves as a continuous model, while the elements, e.g., a translational spring, a concentrated mass, and a harmonic oscillator, serve as the discrete elements. The method is based on the analytical solutions in relation to the constituent elements, which, when once derived, can be used to formulate the equations describing various complex systems compatible with an actual structure. The numerical analysis shows that, the method proposed in this paper can be successfully used to select the optimal parameters of a system composed of a cable with discrete elements, e.g., to detune the frequency resonance of some structures. 展开更多
关键词 free vibration sagged cable with ATTACHMENTS continuous DISCRETE model
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Statistical Characteristics of Partial Discharge Caused by Typical Defects in Cable Joint under Oscillating Voltage
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作者 Guangmao Li Zuwei Luo +2 位作者 Jun Xiong Zucheng Huang Yajun Wang 《Journal of Energy and Power Engineering》 2015年第3期310-316,共7页
The oscillating voltage test is a nondestructive detection method for partial discharge of XLPE (cross linked polyethylene) cable and has been applied recently. This paper made three kinds of varying severity artifi... The oscillating voltage test is a nondestructive detection method for partial discharge of XLPE (cross linked polyethylene) cable and has been applied recently. This paper made three kinds of varying severity artificial defect models of cable joints in 10 kV XLPE cable. Oscillating voltage is applied to the model, by use of pulse current method to detect partial discharge signals. In order to study the statistical characteristics of partial discharge of cable joint under the oscillating voltage, three-dimensional statistical map has been made. The results show that for the same kind of defects, with the increases of the defect severity, the discharge interval extended, the magnitude and the number of partial discharge increase, for different kinds of defects, obvious differences exist among the maps, this may established a foundation for the further study of the partial discharge pattern recognition of XLPE cable under oscillating voltage. 展开更多
关键词 XLPE cable cable joint defect model partial discharge oscillating voltage three-dimensional statistical map.
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新型电缆贯通供电系统短路特性分析 被引量:2
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作者 张丽艳 罗博 郑兴 《西南交通大学学报》 北大核心 2025年第1期147-155,共9页
新型电缆贯通供电系统能够实现长距离输电、减少电分相数目,但两级供电模式将导致该系统结构复杂.为研究电缆贯通供电系统短路特性,首先,建立单位长度的牵引电缆和接触网-钢轨的二端口网络参数,将各个子网络级联等效成1个二端口网络,进... 新型电缆贯通供电系统能够实现长距离输电、减少电分相数目,但两级供电模式将导致该系统结构复杂.为研究电缆贯通供电系统短路特性,首先,建立单位长度的牵引电缆和接触网-钢轨的二端口网络参数,将各个子网络级联等效成1个二端口网络,进而转化为Ⅱ型电路,实现牵引电缆和接触网-钢轨任意长度的分布参数建模;由于接触网短路后导致机车电压下降,基于车网耦合关系采用迭代计算求解短路电流电压,仿真验证计算方法的准确性.最后,解析不同短路类型的电气特性,重点分析分布电容对短路电流、电压的影响.研究结果表明:分布电容会引起短路电流增大,且在不同短路情况下均造成牵引变压器输出电压增加;接触网短路电流由两侧牵引变压器共同提供,距短路点越远提供的电流越少;电缆相间短路对非故障回路机车运行影响最大. 展开更多
关键词 新型电缆贯通供电系统 分布电容 二端口网络 接触网 短路分析
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吊装重物脱钩后承重索的跳跃振动分析
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作者 许斌林 郭范波 +1 位作者 何根 田仲初 《振动与冲击》 北大核心 2025年第16期79-89,共11页
缆吊系统在吊装过程中由于吊钩突然跳舌或断裂会导致重物脱钩坠落,从而会使承重索产生跳跃振动,针对这类多跨连续悬索结构的跳跃振动问题,仍有待探究。为此,首先,基于单跨索随时间变化的振动规律与多跨连续索相同的原则,将承重索在支承... 缆吊系统在吊装过程中由于吊钩突然跳舌或断裂会导致重物脱钩坠落,从而会使承重索产生跳跃振动,针对这类多跨连续悬索结构的跳跃振动问题,仍有待探究。为此,首先,基于单跨索随时间变化的振动规律与多跨连续索相同的原则,将承重索在支承处进行切分,使其成为多个单跨索结构,从而建立各单索结构的振动微分方程;其次,根据各单跨索结构的动态平衡和变形协调原则,推导了承重索含固有频率的特征方程和振型函数;然后,以脱钩前的位置为初速条件,构建了重物突然脱钩后的滑动-跳跃模型,建立了承重索的主振动式和自由振动式;最后,结合梅溪河特大桥施工用的缆吊系统进行分析。结果表明:重物脱钩后,前3个周期内承重索频率和幅值随时间增加逐渐减少,从而产生了跳跃式振动,后面承重索频率开始趋于稳定,且1阶振动波形起主导作用,各点均是以相同的姿态进行简谐振动;吊重质量的变化不会改变承重索的非线性运动形式,但是会明显影响非线性振动频率和幅值;通过对主振动特征变化规律进行分析,发现缆吊系统的最不利脱钩位置位于十分点、二分点和四分点处。 展开更多
关键词 缆索吊装系统 脱钩 多跨连续索 主振动 跳跃振动
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基于FMCW-TR的电缆接头受潮缺陷诊断方法
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作者 潘翀 徐忠林 +4 位作者 杨小兵 苟杨 胡金迪 饶显杰 周凯 《绝缘材料》 北大核心 2025年第6期141-148,共8页
为解决现有方法难以诊断电缆接头受潮缺陷的问题,本文提出一种基于调频连续波(frequency modulated continuous wave,FMCW)与时间反演(time reversal,TR)的电缆接头受潮缺陷诊断方法。首先,建立电缆分布参数模型,利用FMCW方法获取缺陷... 为解决现有方法难以诊断电缆接头受潮缺陷的问题,本文提出一种基于调频连续波(frequency modulated continuous wave,FMCW)与时间反演(time reversal,TR)的电缆接头受潮缺陷诊断方法。首先,建立电缆分布参数模型,利用FMCW方法获取缺陷、接头等阻抗不连续点的多频反射信号,将入射信号与反射信号的反演信号注入测试电缆模型,获取反演信号的能量曲线作为电缆缺陷诊断谱图。然后,对不同末端负载与含中间接头的仿真电缆模型开展阻抗不连续点探测。最后,对真实的750 m 10 kV电力电缆与2 km 10 kV电力电缆开展接头缺陷诊断。结果表明:本文方法不仅可以准确判断电缆中阻抗不连续点的位置与性质,而且可提升缺陷定位峰的距离分辨率。“先正后负”与“先负后正”的接头定位峰可分别表征正常与受潮的电缆接头。因此,本文方法可准确检测电缆接头的受潮缺陷,具备良好的工程应用前景。 展开更多
关键词 电力电缆 受潮接头 调频连续波 时间反演 缺陷诊断
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昌九高铁隆兴大桥总体设计
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作者 郭建光 郭安娜 +2 位作者 严爱国 崔苗苗 武兵 《桥梁建设》 北大核心 2025年第4期117-125,共9页
昌九高铁隆兴大桥(原扬子洲赣江公铁大桥)是一座集高速铁路、城市快速路、城市主干道3种交通方式于一体的大跨度公铁合建桥梁,桥梁全长18.953 km,分为公铁合建段和铁路单建段。公铁合建段全长4.957 km,上层布置8车道城市快速路,下层布... 昌九高铁隆兴大桥(原扬子洲赣江公铁大桥)是一座集高速铁路、城市快速路、城市主干道3种交通方式于一体的大跨度公铁合建桥梁,桥梁全长18.953 km,分为公铁合建段和铁路单建段。公铁合建段全长4.957 km,上层布置8车道城市快速路,下层布置双线高速铁路和4车道城市主干道,包括西支主桥、中支主桥、公铁合建段引桥。西支主桥采用主跨320 m的竖琴形索面板桁-箱桁组合梁斜拉桥,中支主桥采用主跨152 m的长联大跨平行弦连续钢桁梁桥,两主桥主梁断面均采用上、下带挑臂的钢桁断面。公铁合建段引桥包含8座连续梁桥、1座T构桥和多座简支梁桥。公铁合建段下层设置多功能公铁同层安全隔离设施。铁路单建段布置双线高速铁路,包括南支主桥、铁路单建段引桥。南支主桥采用主跨240 m的独塔混凝土斜拉-刚构组合结构体系桥,主梁采用变高预应力混凝土梁,直腹板单箱双室箱形截面;铁路单建段引桥包含8座连续梁桥、4座连续刚构桥、1座主跨112 m的系杆拱桥和多座简支梁桥。 展开更多
关键词 公铁合建桥 斜拉桥 连续钢桁梁桥 板桁-箱桁组合梁 隔离设施 桥梁设计
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V型高墩斜拉自平衡支架施工优化研究
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作者 杨光 邱志伟 +2 位作者 刘俊乐 孟灵鑫 彭卫兵 《世界桥梁》 北大核心 2025年第5期31-38,共8页
针对连续刚构桥受限区域V型高墩体积大、搭设传统支架受限的情况,提出一种大角度斜拉自平衡支架体系。该支架体系由搭建在承台上的落地钢管柱、侧模贝雷梁桁架、两者间对拉的精轧螺纹钢筋、主动拉杆及钢管横撑组成,各构件间功能互补,共... 针对连续刚构桥受限区域V型高墩体积大、搭设传统支架受限的情况,提出一种大角度斜拉自平衡支架体系。该支架体系由搭建在承台上的落地钢管柱、侧模贝雷梁桁架、两者间对拉的精轧螺纹钢筋、主动拉杆及钢管横撑组成,各构件间功能互补,共同承担V型高墩浇筑过程中的施工荷载。以温州叶岸山特大桥V型墩连续刚构桥为背景,采用Abaqus软件建立V型主墩施工全过程有限元模型,研究施工期精轧螺纹钢筋和主动拉杆初张拉力对V型主墩斜腿根部应力的影响,提出适用于该支架体系的主动拉杆初张拉力通用计算公式,并基于结构总应变能进行支架体系最优拆除顺序识别。结果表明:斜拉自平衡体系可确保V型主墩施工足够的安全富余度,但需合理设计精轧螺纹钢筋和主动拉杆初张拉力,且施工完成后,宜优先拆除落地钢管支架,随后自下而上拆除主动拉杆及钢管横撑。 展开更多
关键词 连续刚构桥 V型高墩 斜拉自平衡支架 主动拉杆 临时支架拆除 施工优化
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体外索加固预应力混凝土连续箱梁裂缝效果研究 被引量:1
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作者 陈光垕 《福建建设科技》 2025年第2期69-72,共4页
以某预应力混凝土连续箱梁桥体外索加固施工为工程背景,在施工过程中,对其进行全过程监测,掌握桥梁线形及关键截面内力的变化规律,通过理论模型仿真数值对比分析,加固完工后通过再次梁体检测,综合评定其施工加固效果,结果表明该预应力... 以某预应力混凝土连续箱梁桥体外索加固施工为工程背景,在施工过程中,对其进行全过程监测,掌握桥梁线形及关键截面内力的变化规律,通过理论模型仿真数值对比分析,加固完工后通过再次梁体检测,综合评定其施工加固效果,结果表明该预应力体外索加固施工方法达到既定过程及最终设计预期。相关加固监测分析方法对类似桥梁的加固可提供理论数据和经验。 展开更多
关键词 体外索加固 连续箱梁 加固监测 有限元计算
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基于主梁损伤的预应力混凝土斜拉桥力学性能退化机理
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作者 刘继文 杨广军 +2 位作者 姜作仟 杨世龙 宋涛 《山东交通学院学报》 2025年第3期43-52,共10页
为研究车辆及外界因素作用下预应力混凝土斜拉桥主梁力学性能的退化机理,将斜拉索等效为弹性支承,以等效三跨连续梁为基本结构,推导主梁损伤后拉索索力、主梁弯矩及挠度退化规律的解析表达式。研究结果表明:主梁损伤后靠近主梁损伤处的... 为研究车辆及外界因素作用下预应力混凝土斜拉桥主梁力学性能的退化机理,将斜拉索等效为弹性支承,以等效三跨连续梁为基本结构,推导主梁损伤后拉索索力、主梁弯矩及挠度退化规律的解析表达式。研究结果表明:主梁损伤后靠近主梁损伤处的拉索索力增大;主梁损伤后主梁弯矩及挠度变化主要发生在受损跨。算例验证本文给出的主梁损伤后的预应力混凝土斜拉桥力学性能退化理论计算结果的有效性,可用于主梁损伤后斜拉桥主梁力学性能评估。 展开更多
关键词 预应力混凝土斜拉桥 退化机理 主梁损伤 连续梁
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矮塔斜拉体系加固既有连续梁桥受力性能研究
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作者 代天宇 覃清玥 +1 位作者 张文学 许乐 《国防交通工程与技术》 2025年第1期36-40,91,共6页
随着服役年限的增长,大跨径预应力混凝土连续梁桥会出现腹板开裂和跨中下挠等问题。针对既有大跨预应力混凝土连续梁桥的损伤问题,以一座三跨连续梁桥为研究对象,分析其应用矮塔斜拉体系加固前后的受力状态。通过有限元模拟对比加固前... 随着服役年限的增长,大跨径预应力混凝土连续梁桥会出现腹板开裂和跨中下挠等问题。针对既有大跨预应力混凝土连续梁桥的损伤问题,以一座三跨连续梁桥为研究对象,分析其应用矮塔斜拉体系加固前后的受力状态。通过有限元模拟对比加固前后桥梁的应力分布及挠度变化,探讨加固方案的整体加固效果以及塔梁锚固区和索塔锚固区的局部受力状态。结果显示,应用矮塔斜拉体系加固方案后跨中下挠由72.61 mm改善为22.25 mm,主梁由部分截面受拉变为全截面受压。加固后横隔板、箱梁顶板等锚固区域整体应力分布合理,极小范围存在应力集中现象、可采用加强措施。验证了矮塔斜拉体系加固方法的可行性。 展开更多
关键词 桥梁加固 矮塔斜拉体系 大跨径连续梁桥 局部应力 锚固设计
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基于MFT-FMCW的配电电缆缺陷定位方法
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作者 胡立峰 唐洋 +3 位作者 何维晟 罗定侣 张非同 曹悠生 《广东电力》 北大核心 2025年第8期102-112,共11页
基于调频连续波(frequency modulated continuous wave, FMCW)信号的电缆缺陷定位方法具有定位精度高、抗噪能力强以及测量范围广等显著优势。然而,当反射信号的时延较大时,传统FMCW方法难以准确实现入射信号与反射信号的混频操作,从而... 基于调频连续波(frequency modulated continuous wave, FMCW)信号的电缆缺陷定位方法具有定位精度高、抗噪能力强以及测量范围广等显著优势。然而,当反射信号的时延较大时,传统FMCW方法难以准确实现入射信号与反射信号的混频操作,从而可能导致缺陷定位失败。针对这一问题,提出一种结合匹配傅里叶变换(matched Fourier transform, MFT)与FMCW的电缆缺陷定位方法,旨在提升传统FMCW方法在缺陷检测中的灵敏度和探测距离。首先,通过建立电缆的分布式电路参数模型,详细分析FMCW电缆缺陷反射信号中多源调频信号的特征。其次,通过设置MFT中相位基函数来辨识反射信号中的多源调频信号,并据此构建电缆缺陷定位函数。最后,通过在2 000 m仿真电缆和400 m真实电缆上开展缺陷定位实验,验证所提方法的有效性。实验结果表明,基于MFT-FMCW的电缆缺陷定位方法能够精准定位不同状态及多个缺陷,其最大相对误差仅为0.53%。与传统FMCW信号混频方法相比,所提方法展现出更高的检测灵敏度和更远的探测距离。 展开更多
关键词 配电电缆 缺陷定位 调频连续波 匹配傅里叶变换 检测距离
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沙埕湾跨海大桥总体设计
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作者 黄晓伟 《世界桥梁》 北大核心 2025年第3期7-13,共7页
沙埕湾跨海大桥跨越福建省青屿岛两侧的南、北水域,由主桥和南、北引桥组成,左幅桥全长2 054 m、右幅桥全长1 990 m。主桥为(49+58+61+535+198+60) m双塔双索面单侧不对称混合梁斜拉桥,南引桥为标准跨径80 m的钢-混组合连续梁桥,北引桥... 沙埕湾跨海大桥跨越福建省青屿岛两侧的南、北水域,由主桥和南、北引桥组成,左幅桥全长2 054 m、右幅桥全长1 990 m。主桥为(49+58+61+535+198+60) m双塔双索面单侧不对称混合梁斜拉桥,南引桥为标准跨径80 m的钢-混组合连续梁桥,北引桥为50 m等跨预应力混凝土连续梁桥。主桥混凝土主梁采用组合式风嘴,风嘴尖端角与钢箱梁保持一致,既保证混凝土梁横隔板处的横向预应力钢束锚固空间,也满足主桥抗风稳定性要求;钢箱梁采用U肋双面焊接技术、优化横隔板缺口形状及箱内实腹式纵隔板构造,加强了正交异性板刚度,改善了钢箱梁疲劳性能;ERS钢桥面铺装有效提高了铺装层刚度,增加了钢板抗疲劳性能,延缓了钢板疲劳开裂的时间。南引桥中支点墩顶采用允许负弯矩区混凝土开裂(裂缝宽度限值0.15 mm)的设计方法和钢底板与混凝土结合断面技术,改善了负弯矩区组合梁受力,提高了结构耐久性。主桥主跨钢箱梁采用桥面吊机单悬臂吊装,南引桥槽型钢梁采用步履式顶推施工。 展开更多
关键词 斜拉桥 混合梁 组合式风嘴 ERS钢桥面铺装 连续组合梁 裂缝宽度限值 桥梁设计
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G109新线高速公路安家庄特大桥主桥下部结构设计关键技术
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作者 高策 徐升桥 +2 位作者 彭岚平 李艳明 崔琛 《桥梁建设》 北大核心 2025年第3期141-147,共7页
安家庄特大桥主桥左、右幅分别采用(248.95+248.95)m钢桁梁斜拉桥和(171.95+171+75.25)m连续钢桁梁桥。为满足结构受力、阻水比及跨越既有线路的要求,选用“横向左右幅协作-纵向双固定支座”的结构约束体系。考虑到桥墩尺寸受限,为满足... 安家庄特大桥主桥左、右幅分别采用(248.95+248.95)m钢桁梁斜拉桥和(171.95+171+75.25)m连续钢桁梁桥。为满足结构受力、阻水比及跨越既有线路的要求,选用“横向左右幅协作-纵向双固定支座”的结构约束体系。考虑到桥墩尺寸受限,为满足结构受力及耐久性需求,河道内桥墩创新采用不锈钢复合钢板大直径厚壁钢管混凝土桥墩,柱脚采用加劲肋及环形钢筋PBL剪力键埋入式柱脚构造。为确保施工期间结构安全稳定,基坑开挖时控制坡率刷坡并设置预应力锚杆防护及咬合桩基坑支护措施;为减小对既有线路的影响,主桥通过悬拼-转体平台实现钢桁梁悬拼及墩顶转体施工。大直径厚壁钢管混凝土桥墩用钢管质量控制要求高,在工厂卷制形成小节段,运至桥位临时工厂后横位焊接环缝形成大节段,采用履带吊吊装至墩位处现场焊接节段间环缝;临近铁路陡坡处大直径桩基采用水磨钻人工挖孔桩施工。 展开更多
关键词 斜拉桥 连续梁桥 约束体系 钢管混凝土桥墩 柱脚 基坑支护 转体施工 结构设计
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