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Design and Implementation of Closed-Loop Control of Vector Force in Static Push-the-bit Rotary Steering System
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作者 Liang Yao Kang Hong-bo +4 位作者 Liu Yue Chen wen Sun Yan Ma Li Zhao Yan-Wei 《Applied Geophysics》 2025年第3期796-803,896,共9页
Rotary steering systems(RSSs)have been increasingly used to develop horizontal wells.A static push-the-bit RSS uses three hydraulic modules with varying degrees of expansion and contraction to achieve changes in the p... Rotary steering systems(RSSs)have been increasingly used to develop horizontal wells.A static push-the-bit RSS uses three hydraulic modules with varying degrees of expansion and contraction to achieve changes in the pushing force acting on the wellbore in different sizes and directions within a circular range,ultimately allowing the wellbore trajectory to be drilled in a predetermined direction.By analyzing its mathematical principles and the actual characteristics of the instrument,a vector force closed-loop control method,including steering and holding modes,was designed.The adjustment criteria for the three hydraulic modules are determined to achieve rapid adjustment of the vector force.The theoretical feasibility of the developed method was verified by comparing its results with the on-site application data of an imported rotary guidance system. 展开更多
关键词 static push-the-bit hydraulic modules closed-loop control vector force working mode
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Static aerobic composting of municipal sewage sludge with forced ventilation:Using matured compost as bulking conditioner 被引量:5
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作者 欧阳建新 施周 +3 位作者 钟华 刘卫 柴琦 袁兴中 《Journal of Central South University》 SCIE EI CAS 2014年第1期303-309,共7页
Static aerobic composting of municipal sewage sludge with forced ventilation or air ventilation using matured compost as bulking conditioner was investigated. Physical and chemical parame ,eters, e.g., temperature, mo... Static aerobic composting of municipal sewage sludge with forced ventilation or air ventilation using matured compost as bulking conditioner was investigated. Physical and chemical parame ,eters, e.g., temperature, moisture content, VSS, CODcr, pH, and germination index (GI), were analyzed to characterize the composting process. Fermentation starts quickly in both forced and air ventilation compost heaps and reaches high-temperature stage after 2 d, owing to the bulking function of matured compost. Compared to air ventilation, however, forced ventilation enables the high-temperature stage to last longer for approximately 7 d. The moisture content of both compost bodies decreases from 62% to about 50% as a result of evaporation, and it decreases slightly faster in forced ventilation compost heap after 13 d due to the higher temperature and better ventilation condition. Although no obvious differences of VSS and pH are observed between both compost heaps, the soluble CODcr and GI show differences during the second half period of fermentation. In forced ventilation compost, the soluble CODcr has a small rebound after 13 d, and GI decreases from 46% to 35% but then increases. These results show that in general, the matured compost is a good conditioner and force ventilation with a proper air supply strategy can be more efficient than air ventilation. 展开更多
关键词 municipal sewage sludge static aerobic composting forced ventilation matured compost bulking conditioner
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Reaction Forces on a Fixed Ladder in Static Equilibrium: Analysis and Definitive Experimental Test of the Ladder Problem 被引量:2
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作者 M. P. Silverman 《World Journal of Mechanics》 2018年第9期311-342,共32页
The development of a theoretical model to predict the four equilibrium forces of reaction on a simple ladder of non-adjustable length leaning against a wall has long remained an unresolved matter. The difficulty is th... The development of a theoretical model to predict the four equilibrium forces of reaction on a simple ladder of non-adjustable length leaning against a wall has long remained an unresolved matter. The difficulty is that the problem is statically indeterminate and therefore requires complementary information to obtain a unique solution. This paper reports 1) a comprehensive theoretical analysis of the three fundamental models based on treating the ladder as a single Euler-Bernoulli beam, and 2) a detailed experimental investigation of the forces of reaction as a function of applied load and location of load. In contrast to previous untested proposals that the solution to the ladder problem lay in the axial constraint on compression or the transverse constraint on flexure, the experimental outcome of the present work showed unambiguously that 1) the ladder could be modeled the best by a pinned support at the base (on the ground) and a roller support at the top (at the wall), and 2) the only complementary relation needed to resolve the static indeterminacy is the force of friction at the wall. Measurements were also made on the impact loading of a ladder by rapid ascent and descent of a climber. The results obtained were consistent with a simple dynamical model of the ladder as a linear elastic medium subject to a pulse perturbation. The solution to the ladder problem herein presented provides a basis for theoretical extension to other types of ladders. Of particular importance, given that accidents involving ladders in the workplace comprise a significant fraction of all industrial accidents, the theoretical relations reported here can help determine whether a collapsed structure, against which a ladder was applied, met regulatory safety limits or not. 展开更多
关键词 REACTION forceS on a LADDER REACTION forceS on a Beam IMPULSE Load on a LADDER LADDER in static EQUILIBRIUM statically INDETERMINATE forceS
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Internal Force Analysis Due to the Supporting Translation in Statically (Indeterminate) Structures for Different Elastic Modulus 被引量:1
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作者 姚文娟 叶志明 《Journal of Shanghai University(English Edition)》 CAS 2004年第3期274-280,共7页
For statically indeterminate structure, the internal force will be changed with the translation of the supports, because the internal force is related to the absolute value of the stiffness EI. When the tension is dif... For statically indeterminate structure, the internal force will be changed with the translation of the supports, because the internal force is related to the absolute value of the stiffness EI. When the tension is different with the compression modulus, EI is the function of internal force and is not constant any more that is different from classic mechanics. In the other words, it is a nonlinear problem to calculate the internal force. The expression for neutral axis of the statically indeterminate structure was derived in the paper. The iterative program for nonlinear internal force was compiled. One case study was presented to illustrate the difference between the results using the different modulus theory and the single modulus theory as in classical mechanics. Finally, some reasonable suggestions were made for the different modulus structures. 展开更多
关键词 different moduli in tension and compression statically indeterminate structure translation of support nonlinear internal force iteration.
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Multi-Channel Force Control System for Static Loading
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作者 陈彩可 王军政 +1 位作者 马立玲 李金仓 《Journal of Beijing Institute of Technology》 EI CAS 2003年第S1期1-6,共6页
An eight-channel force loading system is presented, which adopts position control system and force control system switching model, small flow servo valve controlled capacious cylinder system scheme, intelligent PID al... An eight-channel force loading system is presented, which adopts position control system and force control system switching model, small flow servo valve controlled capacious cylinder system scheme, intelligent PID algorithm and distributed load approach. Through the analyses of the equivalent model of valve controlled cylinder force subsystem, a controller based on intelligent PID algorithm is designed, which is not sensitive to the variation of parameters such as environmental stiffness. According to the coupling of multiple load channels, a distributed load approach is employed in the superior monitor computer. Experimental results show that the system designed has high precision and robustness. 展开更多
关键词 electro-hydraulic servo loading system static force loading force control
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Perception of Static and Dynamic Forces with a Bio-inspired Tactile Fingertip
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作者 Longhui Qin Xiaowei Shi +1 位作者 Yihua Wang Zhitong Zhou 《Journal of Bionic Engineering》 SCIE EI CSCD 2023年第4期1544-1554,共11页
With the aid of different types of mechanoreceptors,human is capable of perceiving stimuli from surrounding environments and manipulating various objects dexterously.In this paper,a bio-inspired tactile fingertip is d... With the aid of different types of mechanoreceptors,human is capable of perceiving stimuli from surrounding environments and manipulating various objects dexterously.In this paper,a bio-inspired tactile fingertip is designed mimicking human fingertip in both structures and functionalities.Two pairs of strain gages and(Polyvinylidene Fluoride)PVDF films are perpendicularly arranged to simulate the Fast-Adapting(FA)and Slowly Adapting(SA)type mechanoreceptors in human hands,while silicones,Polymethyl Methacrylate(PMMA),and electronic wires are applied to mimic the skin,bone and nerve fibers.Both static and dynamic forces can be perceived sensitively.A preprocessing electric circuit is further designed to transform the resistor changes into voltages,and then filter and amplify the four-channel signals.In addition to strong robustness due to the embedded structure,the developed fingertip is found sensitive to deformations via a force test experiment.Finally,two robotic experiments explore its recognition ability of contact status and object surface.Excellent performance is found with high accuracy of 99.72%achieved in discriminating six surfaces that are ubiquitous in daily life,which demonstrates the effectiveness of our designed tactile sensor. 展开更多
关键词 Tactile fingertip static force Dynamic force Contact status Surface recognition BIONIC
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Static Force-Based Modeling and Parameter Estimation for a Deformable Link Composed of Passive Spherical Joints With Preload Forces
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作者 Gaofeng Li Dezhen Song +3 位作者 Lei Sun Shan Xu Hongpeng Wang Jingtai Liu 《IEEE/CAA Journal of Automatica Sinica》 SCIE EI CSCD 2021年第11期1817-1826,共10页
To balance the contradiction between higher flexibility and heavier load bearing capacity,we present a novel deformable manipulator which is composed of active rigid joints and deformable links.The deformable link is ... To balance the contradiction between higher flexibility and heavier load bearing capacity,we present a novel deformable manipulator which is composed of active rigid joints and deformable links.The deformable link is composed of passive spherical joints with preload forces between socket-ball surfaces.To estimate the load bearing capacity of a deformable link,we present a static force-based model of spherical joint with preload force and analyze the static force propagation in the deformable link.This yields an important result that the load bearing capacity of a spherical joint only depends on its radius,preload force,and static friction coefficient.We further develop a parameter estimation method to estimate the product of preload force and static friction coefficient.The experimental results validate our model.80.4%of percentage errors on the maximum payload mass prediction are below 15%. 展开更多
关键词 Deformable link parameters identification spherical joint with preload force static force-based model
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A Geometrical Theorem about the Static Equilibrium of a Common-point-force System and its Application
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作者 Guo-quan Zhou 《Open Journal of Applied Sciences》 2013年第1期65-69,共5页
A geometrical theorem for the static equilibrium of a common-point-force system has been proven by means of virtual-work principle: The equilibrium point of a common-point force system has a minimal weighted distance ... A geometrical theorem for the static equilibrium of a common-point-force system has been proven by means of virtual-work principle: The equilibrium point of a common-point force system has a minimal weighted distance summation to every fixed point arbitrarily given on each force line with a weighing factor proportional to corresponding force value. Especially the mechanical simulating technique for its inverse problem has been realized by means of pulley block. The conclusions for the inverse problem derived from mechanic method are in accordance with that given by the pure mathematical method, and the self-consistence of the theorem and its inverse problem has been demonstrated. Some application examples in engineering, economy and mathematics have been discussed, especially the possible application in the research of molecular structure, has also been predicted. 展开更多
关键词 Spatial Common-point-force System static Equilibrium Minimum THEOREM Principle of Virtual Work DEPOT Problem Transportation
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A study of jacking force for a curved pipejacking 被引量:12
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作者 K.J.Shou J.M.Jiang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2010年第4期298-304,共7页
For a pipejacking, the jacking force is critical to balance the resistance force and to move the pipe string forwards. The driving mechanism of a curved pipejacking is more complicated than a straight-line pipejacking... For a pipejacking, the jacking force is critical to balance the resistance force and to move the pipe string forwards. The driving mechanism of a curved pipejacking is more complicated than a straight-line pipejacking, and its jacking force is also more difficult to be determined. The paper theoretically studies the jacking force of a curved pipejacking by considering the static equilibrium of earth pressure, resistance at cutting face, friction at pipe surface, and the driving force behind the pipe string. The derived theoretical formula can be used to estimate the driving forces of a straight-line or a curved pipejacking. Case study was performed by applying the theoretical and empirical formulae. After calibration, the corrected formula is more accurate and more applicable. 展开更多
关键词 pipejacking curved pipejacking jacking force statics analysis
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Calculation and Analysis of Force in Roll System of 20-High Sendzimir Mill 被引量:6
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作者 WANG Zhao-hui GAO Quan-jie +2 位作者 YAN Chao XIA Zhi-yong ZHANG Yao-bing 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2013年第9期33-39,共7页
The calculation of force for a roll system has significant effects on cold roiled thin strip gauge adjustment of a 20-high Sendzimir mill. According to the rolling parameters and rolling plans of a ZR 22B-42 Sendzimir... The calculation of force for a roll system has significant effects on cold roiled thin strip gauge adjustment of a 20-high Sendzimir mill. According to the rolling parameters and rolling plans of a ZR 22B-42 Sendzimir mill in a silicon steel factory, the contact force and the resultant force of each roll in the roll system were calculated both in the static state and in the rolling state through C++ programs. It was found that the contact force between the see ond intermediate driven roll and the back up rolls B and C was much lower than that between the other rolls in static state. The results also demonstrated that the resultant force are 59.5%-62%, 37.7%-40.3%, 87.1%-88.7% and 53.9%-56.7% of the rolling force at the second intermediate driven roll, the second intermediate idler roll, the back-up rolls B and C and the back-up rolls A and D, respectively. It was also revealed that the minimum contact force generated between the first intermediate roll and the second intermediate idler roll is 206.7 kN on the first roll ing pass, and that on the second rolling pass, the minimum contact force generated between the second intermediate driven roll and the back-up roll C is 470.7 kN. 展开更多
关键词 Sendzimir mill roll system static state rolling force
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Mooring Model Experiment and Mooring Line Force Calculation 被引量:2
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作者 向溢 杨建民 +1 位作者 谭家华 张承懿 《China Ocean Engineering》 SCIE EI 2001年第1期25-36,共12页
Mooring model experiment and mooring line tension determination are of significance to the design of mooring systems and berthing structures. This paper mainly involves: (a) description and analysis of a mooring model... Mooring model experiment and mooring line tension determination are of significance to the design of mooring systems and berthing structures. This paper mainly involves: (a) description and analysis of a mooring model experiment; (b) derivation of static equilibrium equations for a moored ship subjected to wind, current and waves; (c) solution of mooring equations with the Monte Carlo method; (d) qualitative analysis of effects of pier piles on mooring line forces. Special emphasis is placed on the derivation of static equilibrium equations, solution method and the mooring model experiment. 展开更多
关键词 berthed ship environmental forces mooring line static analysis Monte Carlo method
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Effective static wind-induced force estimation for clips between purlins and metal panels of standing-seam metal roofing system
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作者 Yuanqi LI Yu ZHENG +1 位作者 Shujuan DAI Akihito YOSHIDA 《Frontiers of Structural and Civil Engineering》 2025年第1期108-122,共15页
This paper mainly focuses on the establishment of an effective static estimation method for the extreme wind-induced force for clips between purlins and metal panels of the standing-seam metal roofing system(hereinaft... This paper mainly focuses on the establishment of an effective static estimation method for the extreme wind-induced force for clips between purlins and metal panels of the standing-seam metal roofing system(hereinafter referred to as SMRS)of typical double-slope light-weight steel portal frame structure considering dynamic characteristics of wind and structure.First,simultaneous pressure measurement with rigid gable roof models was conducted mainly considering the length-span ratio in the boundary layer wind tunnel of Tokyo Polytechnic University,Japan.Then,finite element modeling for SMRS according to the wind load path in the roofing system was carried out to check the actual wind load of the clips based on the traditional calculation method provided in design codes,and the spatial correlation of fluctuating wind pressure on the roof surface,as well as the dynamic effect of the roof structure itself,had been considered.According to the related Chinese,American,and Japanese codes,a magnification coefficient based on the traditional method of static wind-induced force for the clips was calculated and compared.Finally,a simplified estimation method of effective wind-induced force for the clips in typical zones on the roof surface considering dynamic characteristics was proposed. 展开更多
关键词 effective static wind-induced force estimation CLIPS standing-seam metal roofing system dynamic characteristics
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Optimal design and experiment research of an orthogonal-parallel six-axis force/torque sensor
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作者 Wang Zhijun Liu Lu +2 位作者 Cui Bingyan He Jing Li Zhanxian 《High Technology Letters》 EI CAS 2021年第2期184-192,共9页
A novel orthogonal-parallel six-axis force/torque sensor is studied based on a modified Stewart platform architecture,and the optimal design and experiment research of the sensor are discussed.Firstly,the model of ort... A novel orthogonal-parallel six-axis force/torque sensor is studied based on a modified Stewart platform architecture,and the optimal design and experiment research of the sensor are discussed.Firstly,the model of orthogonal parallel six-axis force/torque sensor based on improved Stewart platform architecture and its static mathematical model are proposed.Secondly,according to the actual working condition of the sensor,the sensor is optimized and the optimal solution is obtained.Then,the experimental prototype and calibration system is developed.Finally,the superiority of the sensor structure and the effectiveness of the optimization method are verified by calibration experiments.The results of the proposed method are useful for the further research and application of the orthogonal-parallel six-axis force/torque sensor. 展开更多
关键词 six-axis force sensor optimal design online static calibration working condition
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引入非线性恢复力的涡激振动发电系统动力学行为研究 被引量:1
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作者 刘丽兰 任航 +3 位作者 李佳佳 王甲一 汪甡 吴子英 《应用数学和力学》 北大核心 2025年第4期465-482,共18页
利用线性弹簧斜向布置的几何非线性产生非线性恢复力,提出了引入非线性恢复力的水下涡激振动(VIV)发电系统.该系统通过单向轴承、齿轮齿条机构、增速箱和转子发电机,将钝体横向往复运动转变为发电机的单向旋转运动.建立了综合考虑流-固... 利用线性弹簧斜向布置的几何非线性产生非线性恢复力,提出了引入非线性恢复力的水下涡激振动(VIV)发电系统.该系统通过单向轴承、齿轮齿条机构、增速箱和转子发电机,将钝体横向往复运动转变为发电机的单向旋转运动.建立了综合考虑流-固-电耦合的水下涡激振动发电系统动力学方程,利用非线性振动理论,获得了钝体非线性振动的静态平衡点分岔和不同稳态运动的区间,重点研究了PF-2SN和2PF-2SN两种静态分岔情况下钝体的非线性动力学行为,获得了不同流速下钝体振动的Poincaré映射、相图和幅频图,分析了钝体在单周期小幅运动、大幅混沌运动和准周期大幅运动等运动模式下的振动行为及运动规律,并计算了在钝体处于不同稳态运动时的发电机功率.结果表明:在PF-2SN分岔方式中,系统处于二稳态运动时的振动和发电具有明显优势,平均振幅比为2.18、发电功率最大值为24.45 W.而在2PF-2SN分岔方式中,系统处于三稳态运动时的振动和发电更具优势,平均振幅比为1.98、发电功率最大值为18.32 W. 展开更多
关键词 非线性恢复力 静态/动态分岔 涡激振动 俘获 发电
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局部采用高强高延性PE-ECC的RC板-柱节点拟静力试验研究 被引量:1
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作者 张耀庭 万一凡 +3 位作者 朱大壮 武建辉 黄冰峰 杨锐 《土木工程学报》 北大核心 2025年第5期14-26,共13页
为提高钢筋混凝土(RC)板-柱节点的抗冲切承载力,课题组采用自主开发的高强高延性PE-ECC材料,提出一种在节点核心及柱边区域内局部替换普通混凝土的新型板-柱节点。为研究此类节点的抗震性能,针对某实际工程板-柱结构的中柱节点,采用1∶... 为提高钢筋混凝土(RC)板-柱节点的抗冲切承载力,课题组采用自主开发的高强高延性PE-ECC材料,提出一种在节点核心及柱边区域内局部替换普通混凝土的新型板-柱节点。为研究此类节点的抗震性能,针对某实际工程板-柱结构的中柱节点,采用1∶2.5缩尺,主要考虑板纵筋配筋率的影响,设计制作4个板-柱节点试件,其中3个为节点核心及柱边2倍板厚区域采用PE-ECC替换的新型板-柱节点,1个为RC板-柱节点,并对其进行拟静力试验。试验结果表明:与RC板-柱节点相比,新型板-柱节点的抗震性能得到了较大的提高,在板底纵筋配筋率相同的情况下,新型板-柱节点的极限荷载提升约29%,延性提升约94%,耗能能力提升约39%;RC节点发生的是局部冲切破坏,其他3个新型板-柱节点发生的是弯曲破坏;随着新型板-柱节点试件纵筋配筋率的提高,试件的极限荷载提高,但其耗能能力及延性均有所降低;根据试验得到的力-位移曲线,建立适用于新型板-柱节点的恢复力模型。 展开更多
关键词 工程用水泥基复合材料 板-柱节点 抗震性能 拟静力试验 恢复力模型
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考虑标定力源偏斜误差的压电力传感器真实性能获取
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作者 张军 金雅明 +2 位作者 钱致光 王宇航 任宗金 《仪表技术与传感器》 北大核心 2025年第4期10-14,共5页
针对压电力传感器标定时加载力源偏斜引起误差的问题,提出了一种获得传感器真实性能的多工位标定法。分析了标定主向时侧向输出存在差异性的原因,研究了不理想标定力源对传感器输出作用规律,建立变角度下输入输出关系模型并进行求解,通... 针对压电力传感器标定时加载力源偏斜引起误差的问题,提出了一种获得传感器真实性能的多工位标定法。分析了标定主向时侧向输出存在差异性的原因,研究了不理想标定力源对传感器输出作用规律,建立变角度下输入输出关系模型并进行求解,通过实验验证了可行性。结果表明,在标定过程中能有效剥离力源误差的同时,获得压电力传感器真实性能。 展开更多
关键词 向间干扰 压电力传感器 静态标定 标定力源
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一类双层高静低动刚度隔振系统试验研究
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作者 邵敏强 利云云 +2 位作者 周徐斌 陈卫东 刘兴天 《振动工程学报》 北大核心 2025年第1期47-53,共7页
对一种由欧拉屈曲梁负刚度调节器与双层线性隔振系统并联构成的双层高静低动刚度隔振系统进行了试验研究。描述了高静低动刚度的力学原理,对欧拉屈曲梁负刚度调节器样机进行了压缩试验,验证了其负刚度机理。根据负刚度调节器并联形式的... 对一种由欧拉屈曲梁负刚度调节器与双层线性隔振系统并联构成的双层高静低动刚度隔振系统进行了试验研究。描述了高静低动刚度的力学原理,对欧拉屈曲梁负刚度调节器样机进行了压缩试验,验证了其负刚度机理。根据负刚度调节器并联形式的不同,设计了约束型和无约束型两类隔振系统,求解系统的消极隔振模型动力学方程,分析了两类隔振系统在不同上、下层刚度组合下的隔振性能。搭建两种高静低动刚度的隔振试验系统,通过扫频和定频试验验证了其隔振性能,并对结果偏差进行了分析。 展开更多
关键词 双层隔振 欧拉屈曲梁 高静低动刚度 隔振试验 力传递率
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基于滑模PID控制算法的受电弓静态力测量装置研究
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作者 刘高坤 顾小山 《铁道机车车辆》 北大核心 2025年第4期111-117,共7页
受电弓静态力测量是动车组列车检修工作的重要内容之一,但目前所采用手动测量方式存在测量精度和工作效率低等缺点。针对目前手动测量方法的不足,研发了一种高精度、自动化受电弓静态力测量装置。该装置采用惠斯通电桥原理测量受电弓静... 受电弓静态力测量是动车组列车检修工作的重要内容之一,但目前所采用手动测量方式存在测量精度和工作效率低等缺点。针对目前手动测量方法的不足,研发了一种高精度、自动化受电弓静态力测量装置。该装置采用惠斯通电桥原理测量受电弓静态力,通过磁编码器的脉冲信号计算受电弓的速度和高度,基于滑模PID控制算法,保证受电弓在测量过程中的匀速运动。文中首先介绍了测量装置的系统架构,以高性能单片机作为核心控制单元;其次详细介绍了驱动电机控制、静态力测量模块、高度与速度测量模块和电流采集模块的设计;然后对滑模PID控制算法进行了说明;最后利用该测量装置对某动车组列车受电弓静态力进行了测量。结果表明,该测量装置的使用,大幅提高了受电弓检修工作的效率,并且提高了检测结果的准确性。 展开更多
关键词 受电弓 静态力 滑模控制
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T形梁桥拓宽结构的受力性能研究
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作者 陈旭 杨建荣 习靖瑜 《建筑技术》 2025年第6期648-653,共6页
为全面评估某双幅T形加宽桥梁拼宽部分的工作性能是否满足设计和使用要求。首先基于静载试验和桥梁自振特性测试,测定该桥控制截面在试验荷载下的应变、挠度和自振频率,并建立桥梁拓宽部分的有限元模型并对其进行数值模拟,对比分析实测... 为全面评估某双幅T形加宽桥梁拼宽部分的工作性能是否满足设计和使用要求。首先基于静载试验和桥梁自振特性测试,测定该桥控制截面在试验荷载下的应变、挠度和自振频率,并建立桥梁拓宽部分的有限元模型并对其进行数值模拟,对比分析实测值与理论值,评估拓宽桥实际承载能力。针对新旧桥梁之间由于混凝土收缩徐变差异导致的变形和受力协调问题,在桥梁拓宽结构模型基础上,完善新旧桥梁有限元模型,对主梁的内力变化和变形位移进行模拟分析。结果表明,该桥梁拓宽上部结构强度、刚度具有一定富余度,桥梁实际承载能力满足设计使用要求。新旧桥梁连接处因混凝土收缩徐变差异引起的内力和变形对靠近连接处的内边梁影响较大,对其他主梁的影响较小,在合理范围内,但也不容忽视。 展开更多
关键词 桥梁扩建 静载试验 收缩徐变 内力变形
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温度作用下千米级桥有砟轨道力学与变形特征
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作者 蔡小培 杨憬帆 +1 位作者 刘万里 牛留斌 《北京工业大学学报》 北大核心 2025年第9期1102-1110,共9页
为研究高速铁路千米级桥有砟轨道线路力学与变形特征,基于梁-轨相互作用原理,建立了无缝线路-有砟轨道-千米级跨度桥梁空间耦合模型。分析了悬索桥构件温差对线路受力变形规律的影响,提出了线路的垂向变形特征,并采用中点弦测法和基线... 为研究高速铁路千米级桥有砟轨道线路力学与变形特征,基于梁-轨相互作用原理,建立了无缝线路-有砟轨道-千米级跨度桥梁空间耦合模型。分析了悬索桥构件温差对线路受力变形规律的影响,提出了线路的垂向变形特征,并采用中点弦测法和基线矢距差法评估了线路平顺性。结果表明:在主梁梁端铺设伸缩调节器可以确保桥上轨道强度和稳定性满足规范要求;悬索桥主梁和主缆的温差是影响无缝线路纵向力的主要因素,吊杆与桥塔的温度变化对线路的影响极小;影响悬索桥上线路垂向变形的主要因素依次为主缆温差、桥塔温差、吊杆温差和主梁温差,线路变形敏感区域集中在主桥跨中和主塔区域;温度作用下线路高低不平顺集中在桥墩、桥塔和桥梁跨中区域。该成果可为千米级悬索桥上无缝线路设计及运维提供借鉴。 展开更多
关键词 千米级主跨桥梁 有砟轨道 梁-轨相互作用 钢轨纵向力 静态平顺性 无缝线路
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