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Variable damping forces caused by electromagnetic energy harvesting with an adjustable load
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作者 李川 朱荣荣 +1 位作者 冯鑫 杨帅 《Journal of Southeast University(English Edition)》 EI CAS 2015年第1期100-106,共7页
A novel variable damper using an adjustable energy harvesting structure is proposed for semi-active vibration systems. The fluid flowing in a hydraulic cylinder is employed to drive an electromagnetic generator for ha... A novel variable damper using an adjustable energy harvesting structure is proposed for semi-active vibration systems. The fluid flowing in a hydraulic cylinder is employed to drive an electromagnetic generator for harvesting vibration energy, which on the other hand, leads to a damping effect of the hydraulic damper. To make the damping force variable, an adjustable resistor is adopted to tune the capability of energy harvesting. The present approach is validated by both theoretical analysis and experimental evaluation. When connected with different resistance loads, the prototype damper has different equivalent damping coefficients ranging from 3. 987 × 104 to 2. 488 × 105 N· s/m. The results show that the damping force of the damper is variable in response to the adjustable load for the vibration energy harvesting. 展开更多
关键词 variable damper vibration energy harvesting electromagnetic generator load
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Variable load failure mechanism for high-speed load sensing electro-hydrostatic actuator pump of aircraft 被引量:10
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作者 Cun SHI Shaoping WANG +1 位作者 Xingjian WANG Yixin ZHANG 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2018年第5期949-964,共16页
This paper presents a novel transient lubrication model for the analysis of the variable load failure mechanism of high-speed pump used in Load Sensing Electro-Hydrostatic Actuator(LS-EHA). Focusing on the slipper/s... This paper presents a novel transient lubrication model for the analysis of the variable load failure mechanism of high-speed pump used in Load Sensing Electro-Hydrostatic Actuator(LS-EHA). Focusing on the slipper/swashplate pair partial abrasion, which is considered as the dominant failure mode in the high-speed condition, slipper dynamic models are established. A forth sliding motion of the slipper on the swashplate surface is presented under the fact that the slipper center of mass will rotate around the center of piston ball when the swashplate angle is dynamically adjusted. Besides, extra inertial tilting moments will be produced for the slipper based on the theorem on translation of force, which will increase rapidly when LS-EHA pump operates under highspeed condition. Then, a dynamic lubricating model coupling with fluid film thickness field, temperature field and pressure field is proposed. The deformation effects caused by thermal deflection and hydrostatic pressure are considered. A numerical simulation model is established to validate the effectiveness and accuracy of the proposed model. Finally, based on the load spectrum of aircraft flight profile, the variable load conditions and the oil film characteristics are analyzed, and series of variable load rules of oil film thickness with variable speed/variable pressure/variable displacement are concluded. 展开更多
关键词 Coupling lubrication model Electro-Hydrostatic Actuator (EHA) High-speed pump Partial abrasion Slipper pair variable load
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Force Control Compensation Method with Variable Load Stiffness and Damping of the Hydraulic Drive Unit Force Control System 被引量:10
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作者 KONG Xiangdong BA Kaixian +3 位作者 YU Bin CAO Yuan ZHU Qixin ZHAO Hualong 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2016年第3期454-464,共11页
Each joint of hydraulic drive quadruped robot is driven by the hydraulic drive unit(HDU),and the contacting between the robot foot end and the ground is complex and variable,which increases the difficulty of force con... Each joint of hydraulic drive quadruped robot is driven by the hydraulic drive unit(HDU),and the contacting between the robot foot end and the ground is complex and variable,which increases the difficulty of force control inevitably.In the recent years,although many scholars researched some control methods such as disturbance rejection control,parameter self-adaptive control,impedance control and so on,to improve the force control performance of HDU,the robustness of the force control still needs improving.Therefore,how to simulate the complex and variable load characteristics of the environment structure and how to ensure HDU having excellent force control performance with the complex and variable load characteristics are key issues to be solved in this paper.The force control system mathematic model of HDU is established by the mechanism modeling method,and the theoretical models of a novel force control compensation method and a load characteristics simulation method under different environment structures are derived,considering the dynamic characteristics of the load stiffness and the load damping under different environment structures.Then,simulation effects of the variable load stiffness and load damping under the step and sinusoidal load force are analyzed experimentally on the HDU force control performance test platform,which provides the foundation for the force control compensation experiment research.In addition,the optimized PID control parameters are designed to make the HDU have better force control performance with suitable load stiffness and load damping,under which the force control compensation method is introduced,and the robustness of the force control system with several constant load characteristics and the variable load characteristics respectively are comparatively analyzed by experiment.The research results indicate that if the load characteristics are known,the force control compensation method presented in this paper has positive compensation effects on the load characteristics variation,i.e.,this method decreases the effects of the load characteristics variation on the force control performance and enhances the force control system robustness with the constant PID parameters,thereby,the online PID parameters tuning control method which is complex needs not be adopted.All the above research provides theoretical and experimental foundation for the force control method of the quadruped robot joints with high robustness. 展开更多
关键词 quadruped robot force control system hydraulic drive unit force control compensation method variable load stiffness and damping simulation
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Pitch link loads reduction of variable speed rotors by variable tuning frequency fluidlastic isolators 被引量:1
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作者 Han Dong 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2015年第5期1408-1415,共8页
To reduce the pitch link loads of variable speed rotors, variable tuning frequency fluid- lastic isolators are proposed. This isolator utilizes the variation of centrifugal force due to the change of rotor speed to ch... To reduce the pitch link loads of variable speed rotors, variable tuning frequency fluid- lastic isolators are proposed. This isolator utilizes the variation of centrifugal force due to the change of rotor speed to change the tuning port area ratio, which can change the tuning frequency of the isolator. A rotor model including the model of fluidlastic isolator is coupled with a fuselage model to predict the steady responses of the rotor system in forward flight. The aeroelastic analyses indicate that distinct performance improvement in pitch link load control can be achieved by the utilization of variable frequency isolators compared with the constant tuning frequency isolators. The 4/rev (per revolution) pitch link load is observed to be reduced by 87.6% compared with the increase of 56.3% by the constant frequency isolator, when the rotor speed is reduced by 16.7%. The isolation ability at different rotor speeds in different flight states is investigated. To achieve overall load reduction within the whole range of rotor speed, the strategy of the variation of tuning frequency is adjusted. The results indicate that the 4/rev pitch link load within the whole rotor speed range is decreased. 展开更多
关键词 Fluidlastic isolator loads Pitch link REDUCTION ROTOR variable frequency variable speed
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Novel Models and Algorithms of Load Balancing for Variable-structured Collaborative Simulation under HLA/RTI 被引量:4
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作者 YUE Yingchao FAN Wenhui +1 位作者 XIAO Tianyuan MA Cheng 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2013年第4期629-640,共12页
High level architecture(HLA) is the open standard in the collaborative simulation field. Scholars have been paying close attention to theoretical research on and engineering applications of collaborative simulation ba... High level architecture(HLA) is the open standard in the collaborative simulation field. Scholars have been paying close attention to theoretical research on and engineering applications of collaborative simulation based on HLA/RTI, which extends HLA in various aspects like functionality and efficiency. However, related study on the load balancing problem of HLA collaborative simulation is insufficient. Without load balancing, collaborative simulation under HLA/RTI may encounter performance reduction or even fatal errors. In this paper, load balancing is further divided into static problems and dynamic problems. A multi-objective model is established and the randomness of model parameters is taken into consideration for static load balancing, which makes the model more credible. The Monte Carlo based optimization algorithm(MCOA) is excogitated to gain static load balance. For dynamic load balancing, a new type of dynamic load balancing problem is put forward with regards to the variable-structured collaborative simulation under HLA/RTI. In order to minimize the influence against the running collaborative simulation, the ordinal optimization based algorithm(OOA) is devised to shorten the optimization time. Furthermore, the two algorithms are adopted in simulation experiments of different scenarios, which demonstrate their effectiveness and efficiency. An engineering experiment about collaborative simulation under HLA/RTI of high speed electricity multiple units(EMU) is also conducted to indentify credibility of the proposed models and supportive utility of MCOA and OOA to practical engineering systems. The proposed research ensures compatibility of traditional HLA, enhances the ability for assigning simulation loads onto computing units both statically and dynamically, improves the performance of collaborative simulation system and makes full use of the hardware resources. 展开更多
关键词 static load balancing dynamic load balancing variable-structure collaborative simulation under HLA/RTI multi-objective optimization ordinal optimization
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SIMPLE SHAKEDOWN OF STRUCTURES UNDER VARIABLE MULTI-LOADINGS 被引量:2
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作者 Yuall Yuall Yingqiang Xu Guozhi Lu 《Acta Mechanica Solida Sinica》 SCIE EI 2008年第2期141-148,共8页
The shakedown analysis of structures under variable multi-loadings is considered, and the corresponding simple shakedown condition is presented in this paper. Distribution of fixed stresses field is given, and the sel... The shakedown analysis of structures under variable multi-loadings is considered, and the corresponding simple shakedown condition is presented in this paper. Distribution of fixed stresses field is given, and the self-equilibrium of fixed stresses field is analyzed. Elastic shakedown and plastic shakedown conditions are presented based on the fixed stresses field. The theorem is convenient to evaluate the shakedown limit of structures under cyclical variable multiloadings through solving positive scalar fields and fixed stresses field factors at a series of dangerous positions of the structure, and tedious computations are avoided. Finally the theorem is applied to a thick-walled cylindrical tube under variable pressure and temperature, and the rolling contact problem. The results are in good agreement with some computational results. 展开更多
关键词 shakedown limit residual stress field variable multi-loadings
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THE APPROXIMATE ANALYTICAL SOLUTION FOR THE BUCKLING LOADS OF A THIN-WALLED BOX COLUMN WITH VARIABLE CROSS-SECTION
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作者 谢用九 宁钦海 陈明伦 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1998年第5期445-456,共12页
For a thin-walled box column with variable cross-section, the three governing equations for torsional-flexural buckling are ordinary differential equations of the second or fourth order with variable coefficients, so ... For a thin-walled box column with variable cross-section, the three governing equations for torsional-flexural buckling are ordinary differential equations of the second or fourth order with variable coefficients, so it is very difficult to solve them by means of an analytic method. In this paper, polynomials are used to approximate the geometric properties of cross-section and certain coefficients of the differential equations. Based on the energy principle and the Galerkin's method, the approximate formulas for calculating the flexural and torsional buckling loads of this kind of columns are developed respectively, and numerical examples are used to verify the correctness of the solutions obtained. The results calculated in this paper provide the basis for demonstrating the stability of thin-walled box columns with variable cross-section. This paper is of practical value. 展开更多
关键词 thin-walled box column with variable cross-section torsional-flexural buckling approximate solutions for buckling loads
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NONLINEAR STABILITY OF TRUNCATED SHALLOW SPHERICALSHELL WITH VARIABLE THICKNESS UNDERUNIFORMLY DISTRIBUTED LOAD
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作者 严圣平 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1997年第10期0-0,0-0+0-0,共6页
In this paper, to begin with. the nonlinear differential equations of a truncaled shallow spherical shell with variable thickness under uniformal distributed load are linearized by step-by-step loading method. The lin... In this paper, to begin with. the nonlinear differential equations of a truncaled shallow spherical shell with variable thickness under uniformal distributed load are linearized by step-by-step loading method. The linear differential equations can be solved by spline collocanon method. Critical loads have been obtained accordingly. 展开更多
关键词 truncated shallow spherical shell with variable thickness nonlinear stability step-by-step loading method spline collocation method
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The Novel Variable Stiffness Composite Systems with Characteristics of Repeatable High Load Bearing and Response Rate
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作者 Zhiwei Tuo Zhaohua Lin +4 位作者 Qian Zhao Yunhong Liang Han Wu Chang Liu ZhiWu Han 《Journal of Bionic Engineering》 SCIE EI CSCD 2023年第2期495-505,共11页
On the base of controllable variable stiffness property,variable stiffness composites were the main components of functional materials in aerospace.However,the relatively low mechanical strength,stiffness range,and re... On the base of controllable variable stiffness property,variable stiffness composites were the main components of functional materials in aerospace.However,the relatively low mechanical strength,stiffness range,and response rate restricted the application of variable stiffness composite.In this work,the novel variable stiffness composite system with characteristics of repeatable high load bearing and response rate was successfully prepared via the double-layer anisotropic structure to solve the bottlenecks of variable stiffness composites.The novel variable stiffness composite systems were composed of variable stiffness layer of polycaprolactone(PCL)and the driven layer of silicone elastomer with alcohol,which continuously changed Young’s modulus from 0.1 to 7.263 MPa(72.63 times variation)in 200 s and maintained maximum weight of 11.52 times its own weight(8.5 g).Attributed to the relatively high variable stiffness range and load bearing value of variable stiffness composite system,the repeatable response process led to the efficient high load driven as“muscle”and diversified precise grab of objects with different shapes as“gripper”,owning widespread application prospects in the field of bionics. 展开更多
关键词 variable stiffness composite High strength Repeatable High load bearing BIONIC
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Reliability of Life Calculation Laws for Materials under Variable Amplitude Loading
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作者 Wel-Doret Djonglibet Tikri Bianzeube Kinet Ouinra 《Open Journal of Applied Sciences》 CAS 2022年第11期1922-1930,共9页
For many years, researchers have been looking for a reliable law that will take into account the type of loading, the mechanical characteristics of the material, the geometric configuration in the determination of the... For many years, researchers have been looking for a reliable law that will take into account the type of loading, the mechanical characteristics of the material, the geometric configuration in the determination of the service life of mechanical parts. The service life of structures at risk (automotive, aeronautics, among others.) in service, subjected to variable solicitations in time, are random for a same type of loading. This article proposes to highlight the influence of this variation in service life on the reliability of structures by a probabilistic approach. The characteristics of the proposed law are satisfactory compared to the classical laws because it takes into account the parameters of the classical laws (Weibull law) and the dispersions of the lifetimes of a same material. 展开更多
关键词 Design RELIABILITY DURABILITY variable loading
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Evaluation of a Pulse Width Modulated Bypass Nozzle for the Development of a Variable Load Residential Oil Burner
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作者 Mebougna L. Drabo Narinder K. Tutu +2 位作者 Thomas Butcher George Wei Rebecca Trojanowski 《Engineering(科研)》 2018年第10期643-654,共12页
Due to the need for energy conservation in buildings and the simultaneous benefit of cost savings, the development of a low firing rate load modulating residential oil burner is very desirable. One of the two main req... Due to the need for energy conservation in buildings and the simultaneous benefit of cost savings, the development of a low firing rate load modulating residential oil burner is very desirable. One of the two main requirements of such a burner is the development of a burner nozzle that is able to maintain the particle size distribution of the fuel spray in the desirable (small) size range for efficient and stable combustion. The other being the ability to vary the air flow rate and air distribution around the fuel nozzle in the burner for optimal combustion at the current fuel firing rate. In this paper, which deals with the first requirement, we show that by using pulse width modulation in the bypass channel of a commercial off-the-shelf bypass nozzle, this objective can be met. Here we present results of spray patterns and particle size distribution for a range of fuel firing rates. The results show that a desirable fuel spray pattern can be maintained over a fuel firing rate turndown ratio (Maximum Fuel Flow Rate/Minimum Fuel Flow Rate) of 3.7. Thus here we successfully demonstrate the ability to electronically vary the fuel firing rate by more than a factor of 3 while simultaneously maintaining good atomization. 展开更多
关键词 RESIDENTIAL Oil BURNER variable load Pulse Width Modulated BURNER NOZZLE BYPASS NOZZLE Droplet Spray Size Distribution variable Fuel FIRING Rate
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LARGE DEFLECTION PROBLEM OF CIRCULAR PLATES WITH VARIABLE THICKNESS UNDER THE ACTION OF COMBINED LOADS
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作者 王新志 徐鉴 王林祥 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1989年第9期817-827,共11页
By using the modified iteration method of large deflection theory of plates with variable thichness[1], we solve the problem of circular plates with variable thickness subjected to combined loads under the boundary co... By using the modified iteration method of large deflection theory of plates with variable thichness[1], we solve the problem of circular plates with variable thickness subjected to combined loads under the boundary conditions of the clamped edges and get comparatively more accurate second-order approximate analytical solution. If the results of this paper are degraded into the special cases, the results coinciding with those of papers [1,2] can be obtained. In this paper, the characteristic curves are plotted and some comparisons are made. The results of this paper are satisfactory. 展开更多
关键词 WANG LARGE DEFLECTION PROBLEM OF CIRCULAR PLATES WITH variable THICKNESS UNDER THE ACTION OF COMBINED loadS
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Numerical Study of the Vibrations of Beams with Variable Stiffness under Impulsive or Harmonic Loading
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作者 Moussa Sali Fabien Kenmogne +1 位作者 Jean Bertin Nkibeu Abdou Njifenjou 《World Journal of Engineering and Technology》 2024年第2期401-425,共25页
The behavior of beams with variable stiffness subjected to the action of variable loadings (impulse or harmonic) is analyzed in this paper using the successive approximation method. This successive approximation metho... The behavior of beams with variable stiffness subjected to the action of variable loadings (impulse or harmonic) is analyzed in this paper using the successive approximation method. This successive approximation method is a technique for numerical integration of partial differential equations involving both the space and time, with well-known initial conditions on time and boundary conditions on the space. This technique, although having been applied to beams with constant stiffness, is new for the case of beams with variable stiffness, and it aims to use a quadratic parabola (in time) to approximate the solutions of the differential equations of dynamics. The spatial part is studied using the successive approximation method of the partial differential equations obtained, in order to transform them into a system of time-dependent ordinary differential equations. Thus, the integration algorithm using this technique is established and applied to examples of beams with variable stiffness, under variable loading, and with the different cases of supports chosen in the literature. We have thus calculated the cases of beams with constant or variable rigidity with articulated or embedded supports, subjected to the action of an instantaneous impulse and harmonic loads distributed over its entire length. In order to justify the robustness of the successive approximation method considered in this work, an example of an articulated beam with constant stiffness subjected to a distributed harmonic load was calculated analytically, and the results obtained compared to those found numerically for various steps (spatial h and temporal τ ¯ ) of calculus, and the difference between the values obtained by the two methods was small. For example for ( h=1/8 , τ ¯ =1/ 64 ), the difference between these values is 17%. 展开更多
关键词 Successive Approximations Method Direct Integration Differential Equations Beams of variable Stiffness Quadratic Parabola Impulse and Harmonic loads
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Research on Energy Saving Technology of Load Sensitive Variable Steering System for Vehicles
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作者 LI Guangheng LU Yufeng 《International Journal of Plant Engineering and Management》 2020年第1期24-35,共12页
In view of the large energy loss problem in the traditional full hydraulic steering system,a scheme of replacing the ordinary pump with the priority valve with the load sensitive variable pump is proposed to make the ... In view of the large energy loss problem in the traditional full hydraulic steering system,a scheme of replacing the ordinary pump with the priority valve with the load sensitive variable pump is proposed to make the variable pump provide the corresponding flow rate according to the needs of the steering system to achieve the purpose of energy saving.Through the establishment of the system AMESim simulation model,the data comparison shows that the energy loss of the load sensitive variable steering system is significantly reduced relative to the traditional full hydraulic steering system. 展开更多
关键词 variable load pump steering system energy saving HYDRAULIC AMESIM SIMULATION
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Determination of Dynamic Load Condition of Aircraft Carrier based on Multivariable Distribution of Flight Parameters
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作者 JIN Xin LIU Yu ZHANG Jian′gang 《International Journal of Plant Engineering and Management》 2020年第4期223-237,共15页
In order to solve the design problem of dynamic load of a carrier-based aircraft,according to the relevant criteria of national military standards,eight key flight parameters of the dynamic load conditions for the air... In order to solve the design problem of dynamic load of a carrier-based aircraft,according to the relevant criteria of national military standards,eight key flight parameters of the dynamic load conditions for the aircraft carrier were selected.Based on the multivariable distribution data of landing flight parameters obtained from flight test,the distribution form and range limitation of each flight parameter were determined by using the probability distribution of each flight parameter and the spatial relationship among variables.Furthermore,100000 sets of data were constructed to simulate the landing condition of aircraft in the form of random number.After the envelope is screened by multivariable joint probability distribution,the boundary conditions were compared and merged,and finally the dynamic load conditions were obtained.In this paper,a set of dynamic load condition design method based on the aircraft requirements is constructed,which systematically covers all kinds of situations that occur in the process of aircraft landing,and improves the conventional design process of aircraft dynamic load. 展开更多
关键词 load condition flight parameter variables PROBABILITY joint probability
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FATIGUE RELIABILITY DESIGN AND ESTIMATION METHOD FOR VARIABLE LOADING
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作者 Xie Liyang Lin Wenqiang +1 位作者 Liu Jianzhong (Northeastern University) 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 1995年第3期244-247,共17页
A method is presented for estimating fatigue reliability under variable loading, which isbased on load cycles-fatigue life interference theory as well as cumulative fatigue damageanalysis. The basic opinion is that fo... A method is presented for estimating fatigue reliability under variable loading, which isbased on load cycles-fatigue life interference theory as well as cumulative fatigue damageanalysis. The basic opinion is that for variable loading the increment of failure probability pro-duced by each load cycle is determined by the stress level as well as the damage state at whichthis load cycle applies Contrast to 'conditional reliability-equivalent life methodology'. this meth-od calculates the equivalent cycle numbers between different stress levels according to cumulativefatigue damage rule but not equivalent failure probability. 展开更多
关键词 Fatigue reliability variable loading Damage equivalence
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Full Range Power Control Strategies for Variable-Speed Fixed-Pitch Wind Turbines 被引量:1
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作者 CHEN Jie GONG Chunying CHEN Jiawei CHEN Ran YAN Yangguang 《中国电机工程学报》 EI CSCD 北大核心 2012年第30期I0014-I0014,共1页
关键词 风力发电机组 功率控制策略 定桨距 风力涡轮机 变速 公用事业 农村地区 城市地区
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变载荷作用下平行打纬系统动力学建模及仿真
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作者 袁汝旺 张炜劼 张鹏 《机械设计》 北大核心 2026年第2期67-74,共8页
为满足高速运转下共轭凸轮平行打纬系统的可靠性与打纬力调控需求,研究变载荷作用下共轭凸轮平行打纬传动系统建模方法,并建立基于正弦组合函数的打纬阻力矩模型和含耗散函数的共轭凸轮平行打纬传动系统动力学模型,仿真分析打纬阻力矩... 为满足高速运转下共轭凸轮平行打纬系统的可靠性与打纬力调控需求,研究变载荷作用下共轭凸轮平行打纬传动系统建模方法,并建立基于正弦组合函数的打纬阻力矩模型和含耗散函数的共轭凸轮平行打纬传动系统动力学模型,仿真分析打纬阻力矩、主轴转速、传动轴刚度与阻尼系数等不同参数对驱动力矩和钢筘角加速度的影响。结果表明:打纬阻力矩与主轴转速是影响驱动力矩和钢筘角加速度的关键参数。合理配置打纬阻力矩与主轴转速的关系可有效减小驱动力矩波动和钢筘角加速度峰值;提高传动轴刚度与摇轴阻尼系数可有效减小驱动力矩峰值和钢筘系统振动,通过分段轴与轴承支承数量调整及摇轴弹簧阻尼器配置等方法可实现传动轴刚度及阻尼系数调控。 展开更多
关键词 共轭凸轮 平行打纬 变载荷 扭转变形 动力学
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RC框架结构梁柱节点的轴力变化规律及加载制度
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作者 杨红 王子炎 蒋惠 《土木与环境工程学报(中英文)》 北大核心 2026年第1期127-141,共15页
钢筋混凝土(RC)梁柱节点的抗震性能一般是基于定轴力加载试验获得。由于缺乏有依据的变轴力加载制度,仅少数RC节点抗震性能试验研究考虑了变轴力的影响,且均假定轴力按简化的线性规律变化,难以反映水平地震作用下RC框架结构梁柱节点的... 钢筋混凝土(RC)梁柱节点的抗震性能一般是基于定轴力加载试验获得。由于缺乏有依据的变轴力加载制度,仅少数RC节点抗震性能试验研究考虑了变轴力的影响,且均假定轴力按简化的线性规律变化,难以反映水平地震作用下RC框架结构梁柱节点的真实受力特征。在OpenSees平台上,通过对6个不同层数、跨度的8度0.2g区平面RC框架进行单调加载和循环往复加载有限元模拟,分析水平荷载作用下节点轴力的变化机理以及影响节点轴力变化的因素。在理论分析的基础上,经统计回归,提出与轴力变化特征相符、能考虑材料非线性受力特性的节点变轴力加载制度。结果表明,混凝土、钢筋的材料非线性是节点轴力非线性变化的根本原因,梁端纵筋受拉屈服是节点轴力变化的主要影响因素;提出的节点轴力变化幅度计算式能合理考虑节点类型、结构总层数、梁跨度、梁纵筋面积、梁截面尺寸的影响;提出的节点变轴力加载制度的骨架曲线能较好地反映节点以上各楼层梁端纵筋受拉屈服后节点轴力变化速率逐渐减慢的特点,其滞回规则能合理地考虑材料非线性受力对卸载刚度退化的影响。 展开更多
关键词 钢筋混凝土 框架结构 梁柱节点 变轴力 轴力加载制度
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黄河下游冲积地层旋挖变径桩竖向承载性能研究 邵
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作者 邵广彪 申佳佳 +3 位作者 焦伟杰 韩健勇 刘学林 陈济遥 《工程科学与技术》 北大核心 2026年第2期179-190,共12页
黄河下游冲积平原为典型新近沉积地层,在该地层下采用旋挖工艺会提高变径桩的施工效率,但目前针对旋挖变径桩在典型黄河冲积粉黏互层的力学性能研究尚不深入。为探究该地层旋挖变径桩竖向抗压承载性能,本文开展了现场静载试验、单桩承... 黄河下游冲积平原为典型新近沉积地层,在该地层下采用旋挖工艺会提高变径桩的施工效率,但目前针对旋挖变径桩在典型黄河冲积粉黏互层的力学性能研究尚不深入。为探究该地层旋挖变径桩竖向抗压承载性能,本文开展了现场静载试验、单桩承载数值计算和极限承载力理论分析研究。结果显示:桩体达到承载力极限时,呈现出缓变破坏特征,桩侧摩阻和端阻的发挥是异步的,桩身上部摩阻力先于下部发挥到极限,且侧摩阻要先于端阻发挥完成;桩身下部扩径可增加端阻承载,降低桩体沉降量,延缓桩身变形,使桩侧摩阻得到进一步发挥;相同直径下,变径桩受压时桩身压缩量在总沉降量中的占比小于等直径桩,桩身变形程度更小,侧摩阻发挥更完全;变径桩桩周土塑性区同时于桩顶和扩径部位发生塑性形变,塑性区随荷载增大自上而下拓展,直至桩端塑性区加大而破坏,其主要影响桩周2 m范围内的土体,等直径桩塑性破坏范围远超变径桩;数值及理论计算表明,变径桩的极限承载力可超出规范计算承载力极限10%~20%。总体来看,黄河下游冲积地层变径桩呈现摩擦端承桩破坏特征,并验证了变径桩承载力的计算方法,研究成果可对黄河下游冲积地层该类桩基设计及理论计算提供参考。 展开更多
关键词 黄河冲积地层 变径桩 静载试验 受力性能 极限承载力 数值模拟
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