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Nonlinear interval analysis of rotor response with joints under uncertainties 被引量:10
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作者 Yanhong MA Yongfeng WANG +1 位作者 Cun WANG Jie HONG 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2020年第1期205-218,共14页
The dynamic influence of joints in aero-engine rotor systems is investigated in this paper.Firstly,the tangential stiffness and loss factor are obtained from an isolated lap joint setup with dynamic excitation experim... The dynamic influence of joints in aero-engine rotor systems is investigated in this paper.Firstly,the tangential stiffness and loss factor are obtained from an isolated lap joint setup with dynamic excitation experiments.Also,the influence of the normal contact pressure and the excitation level are examined,which revel the uncertainty in joints.Then,the updated Thin Layer Elements(TLEs)method with fitted parameters based on the experiments is established to simulate the dynamic properties of joints on the interface.The response of the rotor subjected to unbalance excitation is calculated,and the results illustrate the effectiveness of the proposed method.Meanwhile,using the Chebyshev inclusion function and a direct iteration algorithm,a nonlinear interval analysis method is established to consider the uncertainty of parameters in joints.The accuracy is proved by comparison with results obtained using the Monte-Carlo method.Combined with the updated TLEs,the nonlinear Chebyshev method is successfully applied on a finite model of a rotor.The study shows that substantial attention should be paid to the dynamical design for the joint in rotor systems,the dynamic properties of joints under complex loading and the corresponding interval analysis method need to be intensively studied. 展开更多
关键词 Aero-engine BOLTED jointS NONLINEAR interval analysis method ROTOR dynamics UNCERTAINTIES Updated Thin Layer Elements(TLE)method
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Design and Analysis of Tapered Stress Joint for Top Tensioned Riser System 被引量:3
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作者 张日曦 张崎 黄一 《China Ocean Engineering》 SCIE EI 2012年第3期507-520,共14页
Stress Joint (SJ) plays a key role in the Top Tensioned Riser (TTR) system for deep water engineering. A preliminary design method of tapered SJ is proposed in the paper, which could help designers obtain accurate... Stress Joint (SJ) plays a key role in the Top Tensioned Riser (TTR) system for deep water engineering. A preliminary design method of tapered SJ is proposed in the paper, which could help designers obtain accurate design data. After a further sensitive analysis is carried out, the related parameters choice and control methods are recommended in the engineering practice. By taking the extreme environment conditions into consideration, the effects of bending stress reduction and curve control are analyzed, and the 3-D FE models are established by ABQOUS for numerical evaluation to verify the correctness of design results. At last, dynamic analysis and fatigue analysis, based on actual project, are carried out with designed stress joint. The analysis results prove the feasibility and guidance of this method in the practical engineering applications. 展开更多
关键词 stress joint (S J) top tensioned riser (TTR) design method parameters sensitivities dynamic analysis fatigue analysis
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Finite Element Modeling and Modal Analysis of Complicated Structure with Bolted Joints 被引量:3
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作者 蒲大宇 廖日东 +1 位作者 左正兴 冯慧华 《Journal of Beijing Institute of Technology》 EI CAS 2009年第3期273-277,共5页
A contact bolt model is proposed as a new modeling technique to investigate the complex structure with bolted joints for modal analysis and compared with the coupled bolt model, and the test results are given. Among t... A contact bolt model is proposed as a new modeling technique to investigate the complex structure with bolted joints for modal analysis and compared with the coupled bolt model, and the test results are given. Among these models, the coupled bolt model provides the best accurate responses compared with the experimental results. The contact bolt model shows the best effectiveness and usefulness in view of operational time. The bolt models proposed in this study are adopted for a dynamic characteristic analysis of a large diesel engine consisting of several parts which are connected by many bolts. The dynamic behavior of the entire engine structure was investigated by experiment. The coupled bolt model and the contact bolt model were applied to model the assembly of engine with high preload. The experimental results are in good agreement with the finite element method (FEM) results. Compared with the other models, the contact bolt model presented in this paper is more effective and useful in view of operational time and experience of analysts. 展开更多
关键词 finite element method(FEM) bolted joints modal analysis internal combustion engine
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Integration of nanoindentation and finite element method for interpretable tensile properties:A crossscale calculation method of uneven joints 被引量:1
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作者 Kun GAO Zhiying LIU +2 位作者 Xiuli SHEN Lizhong LANG Shaojing DONG 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2023年第6期233-248,共16页
Nanoindentation testing and its Reverse Analysis Method(RAM)show great potential in understanding the tensile properties of metallic alloys with various microstructures.Nevertheless,the tensile properties of heterogen... Nanoindentation testing and its Reverse Analysis Method(RAM)show great potential in understanding the tensile properties of metallic alloys with various microstructures.Nevertheless,the tensile properties of heterogeneous materials such as nickel-based superalloy welded joints have not been well interpreted by combining the microstructures and nanoindentation results,due to their diverse and complex microscopic zones,which throws shade on the properties of separated zones in the material.Here we demonstrated a new method of implanting nanoindentation results into Finite Element Method(FEM)and applied the method to the welded joints with the zones of various microstructure features.The local properties are calculated by the nanoindentation data using RAM,and used as input of Finite Element(FE)simulation of an identical indentation process,to in turn verify the accuracy and reliability of the reverse model.The simulation results reveal that the global mechanical behaviors,such as Young's modulus,yield strength and strain hardening exponent,are related to the local properties to a great extent.Thus,the global properties can be verified by simulation straight after experiments,taking consideration of local properties and dimension parameters of different zones.It is shown that the maximum error between calculation of RAM and testing is within 5.1%in different zones,and the errors of maximum indentation depth and residual depth obtained by FE simulation are less than 2.4%,which indicates that the method provides a reliable prediction of mechanical properties of superalloy welded joints. 展开更多
关键词 Finite element method NANOINDENTATION Reverse analysis method Tensile properties Welded joints
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Load-carrying capacity and practical calculation method for hollow cylinder joints connected with H-shaped beams
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作者 Hui WU Bo-qing GAO Qiang CHEN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2012年第3期174-181,共8页
A type of hollow cylinder joints connected with H-shaped beams is proposed for spatial structures. Based on von Mises yield criterion and perfect elasto-plasticity model, a series of finite element models of the joint... A type of hollow cylinder joints connected with H-shaped beams is proposed for spatial structures. Based on von Mises yield criterion and perfect elasto-plasticity model, a series of finite element models of the joints is established, in which the effect of geometric nonlinearity is taken into account. Then mechanical behavior and load-carrying capacity of the joints were investigated, which were subjected to axial load, in- and out-plane bending moments, and their combinations. The results show that the ultimate loads of the joints are determined by the maximum displacement. Furthermore, the case of one joint connected with multiple beams was discussed. Experiments on a set of typical full-scale joints were conducted to understand the structural behavior and the failure mechanism of joint, and also to validate the finite element models. Finally, the practical calculation method was established through finite elements analysis (FEA) results and numerical fitting. The results show that the joints are more ductile and materially economical than welded hollow spherical joints, and the practical calculation method can provide a reference for direct design and the revision of relevant design codes. 展开更多
关键词 Hollow cylinder joints H-shaped beams Load-carrying capacity Finite elements analysis (FEA) Practical calcu-lation method
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Transient Squeal Analysis of a Non Steady State Manoeuvre
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作者 Oliver Stump Maximilian Konning Wolfgang Seemann 《Journal of Mechanics Engineering and Automation》 2017年第5期269-277,共9页
Brake squeal is one of the main NVH (vibration harshness) challenges in the brake development of passenger cars. The conflict of goals in the development process and the late testability leads to the need of a deepe... Brake squeal is one of the main NVH (vibration harshness) challenges in the brake development of passenger cars. The conflict of goals in the development process and the late testability leads to the need of a deeper basic understanding of the squeal phenomenon and definition of design rules. On the other hand, brake squeal is still a very interesting field of research also for the universities because of its combination of different fundamentals, such as friction and stability behaviour of systems with local nonlinearities. Major nonlinearities of the brake system are the joints, especially the contact areas formed by the oscillating brake pad and the caliper. The state-of-the-art calculation method, which still is the "complex eigenvalue analysis", linearizes these joints, hence, neglecting its nonlinear influence in the stability analysis. Vehicle and bench experiments show that special driving manoeuvres like parking, where the brake pad often leaves the steady state, are likely causing brake squeal. The system in these manoeuvres sometimes behaves opposed to the linearized stability analysis, indicating a limit cycle beyond the Hopf point. Therefore, these states must be investigated more closely. This paper investigates the nonlinear influence of the pad caliper joint in a fixed brake caliper, also called abutment. Bench tests with pressure foils at the abutment of the brake caliper and mode shape analysis were done and a simple FE (finite element) model for a transient simulation is proposed. It is shown that the joint activity varies with driving manoeuvres, leading to different stability behaviours and limiting cycle amplitudes. 展开更多
关键词 Brake squeal transient analysis nonlinear joint stability analysis finite element method.
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盾构隧道接头抗弯承载力概率模型与易损性分析
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作者 王胜新 熊春林 +3 位作者 许良海 金云飞 杨政 赵国臣 《世界地震工程》 北大核心 2026年第1期112-121,共10页
衬砌接头被认为是盾构隧道的薄弱环节,其抗弯承载能力是衡量衬砌整体承载力水平的重要指标之一。提出了一种估计盾构隧道接头处抗弯承载力的概率模型,以便在盾构隧道的地震易损性分析中系统考虑各影响因素的潜在随机性。概率模型参数以... 衬砌接头被认为是盾构隧道的薄弱环节,其抗弯承载能力是衡量衬砌整体承载力水平的重要指标之一。提出了一种估计盾构隧道接头处抗弯承载力的概率模型,以便在盾构隧道的地震易损性分析中系统考虑各影响因素的潜在随机性。概率模型参数以有限元数值模拟数据为基准进行标定,并基于前人的室内试验数据验证有限元数值模型的有效性。为便于模型应用,并使模型参数具有明确的物理意义,基于力学原理提出了一种计算接头抗弯承载力的解析方法,且在该解析方法的基础上建立了接头抗弯承载力概率模型,并基于贝叶斯方法给出了模型参数的后验分布。通过结合前人已提出的地震需求概率模型建立极限状态方程,给出了盾构隧道不同破坏程度的易损性曲线,并与前人易损性结果进行了对比。研究表明,相对均质隧道,在三种不同程度损伤情况下考虑接头承载力的盾构隧道失效概率均显著偏大。研究结果可为盾构隧道的接头承载力评估、隧道设计和地震易损性评价提供方法参考和理论指导。 展开更多
关键词 盾构隧道接头 抗弯承载力 概率模型 易损性分析 贝叶斯方法
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量化评估策略联合根因分析法护理在股骨头坏死人工髋关节置换术患者围术期的应用效果
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作者 张丽娣 叶玉梅 《中国社区医师》 2026年第1期103-105,共3页
目的:探讨量化评估策略联合根因分析法护理在股骨头坏死人工髋关节置换术患者围术期的应用效果。方法:选取2021年10月—2025年10月泰兴市人民医院收治的62例股骨头坏死患者作为研究对象,随机分为对照组和观察组,每组31例。对照组实施量... 目的:探讨量化评估策略联合根因分析法护理在股骨头坏死人工髋关节置换术患者围术期的应用效果。方法:选取2021年10月—2025年10月泰兴市人民医院收治的62例股骨头坏死患者作为研究对象,随机分为对照组和观察组,每组31例。对照组实施量化评估策略护理,观察组在对照组基础上实施根因分析法护理。比较两组护理效果。结果:术中、术毕时,对照组心率、平均动脉压高于入室前及同期观察组(P<0.05)。护理后,两组医院焦虑抑郁量表评分降低,Harris髋关节评分量表、世界卫生组织生存质量测定简表评分升高,且观察组高于对照组(P<0.05)。两组并发症总发生率对比,差异无统计学意义(P>0.05)。结论:量化评估策略联合根因分析法护理在股骨头坏死人工髋关节置换术患者围术期的应用效果显著,有助于维持患者生命体征平稳,缓解负性情绪,改善关节功能,提高生活质量。 展开更多
关键词 股骨头坏死 髋关节置换术 量化评估 根因分析法 围术期
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Joint TDOA and AOA location algorithm 被引量:36
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作者 Congfeng Liu Jie Yang Fengshuai Wang 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2013年第2期183-188,共6页
For the joint time difference of arrival(TDOA) and angle of arrival(AOA) location scene,two methods are proposed based on the rectangular coordinates and the polar coordinates,respectively.The problem is solved pe... For the joint time difference of arrival(TDOA) and angle of arrival(AOA) location scene,two methods are proposed based on the rectangular coordinates and the polar coordinates,respectively.The problem is solved perfectly by calculating the target position with the joint TDOA and AOA location.On the condition of rectangular coordinates,first of all,it figures out the radial range between target and reference stations,then calculates the location of the target.In the case of polar coordinates,first of all,it figures out the azimuth between target and reference stations,then figures out the radial range between target and reference stations,finally obtains the location of the target.Simultaneously,simulation analyses show that the theoretical analysis is correct,and the proposed methods also provide the application of the joint TDOA and AOA location algorithm with the theoretical basis. 展开更多
关键词 passive location joint time difference of arrival (TDOA)and angle of arrival (AOA) location direct solution method perfor-mance analysis.
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Understanding roof deformation mechanics and parametric sensitivities of coal mine entries using the discrete element method 被引量:11
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作者 Rami Abousleiman Gabriel Walton Sankhaneel Sinha 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2020年第1期123-129,共7页
Although conventional coal mine designs are conservative regarding pillar strength,local failures such as roof-falls and pillar bursts still affect mine safety and operations.Previous studies have identified that disc... Although conventional coal mine designs are conservative regarding pillar strength,local failures such as roof-falls and pillar bursts still affect mine safety and operations.Previous studies have identified that discontinuous,layered roof materials have some self-supporting capacity.This research is a preliminary step towards understanding these mechanics in coal-measure rocks.Although others have considered broad conceptual models and simplified analogs for mine roof behavior,this study presents a unique numerical model that more completely represents in-situ roof conditions.The discrete element method(DEM)is utilized to conduct a parametric analysis considering a range of in-situ stress ratios,material properties,and joint networks to determine the parameters controlling the stability of single-entries modeled in two-dimensions.Model results are compared to empirical observations of roof-support effectiveness(ARBS)in the context of the coal mine roof rating(CMRR)system.Results such as immediate roof displacement,overall stability,and statistical relationships between model parameters and outcomes are presented herein.Potential practical applications of this line of research include:(1)roof-support optimization for a range of coal-measure rocks,(2)establishment of a relationship between roof stability and pillar stress,and(3)determination of which parameters are most critical to roof stability and therefore require concentrated evaluation. 展开更多
关键词 Numerical modeling DISCRETE element method Coal mine ROOF rating analysis of ROOF bolt systems Sensitivity analysis Strain SOFTENING ubiquitous joints DISCRETE fracture network
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Simulation of failure process of jointed rock 被引量:9
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作者 张秀丽 焦玉勇 赵坚 《Journal of Central South University of Technology》 EI 2008年第6期888-894,共7页
A modified discontinuous deformation analysis (DDA) algorithm was proposed to simulate the failure behavior of jointed rock. In the proposed algorithm, by using the Monte-Carlo technique, random joint network was gene... A modified discontinuous deformation analysis (DDA) algorithm was proposed to simulate the failure behavior of jointed rock. In the proposed algorithm, by using the Monte-Carlo technique, random joint network was generated in the domain of interest. Based on the joint network, the triangular DDA block system was automatically generated by adopting the advanced front method. In the process of generating blocks, numerous artificial joints came into being, and once the stress states at some artificial joints satisfy the failure criterion given beforehand, artificial joints will turn into real joints. In this way, the whole fragmentation process of rock mass can be replicated. The algorithm logic was described in detail, and several numerical examples were carried out to obtain some insight into the failure behavior of rock mass containing random joints. From the numerical results, it can be found that the crack initiates from the crack tip, the growth direction of the crack depends upon the loading and constraint conditions, and the proposed method can reproduce some complicated phenomena in the whole process of rock failure. 展开更多
关键词 discontinuous deformation analysis jointed rock rock failure Monte-Carlo technique random joint network advancing front method triangular block system
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Simulation of blast induced crater in jointed rock mass by discontinuous deformation analysis method 被引量:2
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作者 Youjun NING Jun YANG +1 位作者 Xinmei AN Guowei MA 《Frontiers of Structural and Civil Engineering》 SCIE EI 2010年第2期223-232,共10页
Rock blasting is a dynamic process accom panied with the propagations of shock waves and the dispersion of the explosion gas.This paper adopts the discontinuous deformation analysis(DDA)method to simulate the rock bla... Rock blasting is a dynamic process accom panied with the propagations of shock waves and the dispersion of the explosion gas.This paper adopts the discontinuous deformation analysis(DDA)method to simulate the rock blasting process.A dynamic parameter adjustment and the non-reflecting boundary condition are implemented in the DDA method.The sub-block DDA method to simulate fracture problems is used.The blasting process in jointed rock mass is simulated by application of the explosion gas pressure on the expanding borehole walls and induced connected fracture surfaces around the boreholes.The blast craters with different overburdens are derived.The whole process including the explosion gas dispersion,borehole expansion,rock mass failure and cast,and the formation of the final blasting piles in rock blasting are well reproduced numerically.Parametric study for different overburdens is carried out,and the results are analyzed and discussed. 展开更多
关键词 blast crater jointed rock mass explosion gas pressure discontinuous deformation analysis(DDA)method
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Thermo-mechanical fatigue reliability optimization of PBGA solder joints based on ANN-PSO 被引量:2
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作者 周继承 肖小清 +2 位作者 恩云飞 陈妮 王湘中 《Journal of Central South University of Technology》 EI 2008年第5期689-693,共5页
Based on a method combined artificial neural network (ANN) with particle swarm optimization (PSO) algorithm, the thermo-mechanical fatigue reliability of plastic ball grid array (PBGA) solder joints was studied. The s... Based on a method combined artificial neural network (ANN) with particle swarm optimization (PSO) algorithm, the thermo-mechanical fatigue reliability of plastic ball grid array (PBGA) solder joints was studied. The simulation experiments of accelerated thermal cycling test were performed by ANSYS software. Based on orthogonal array experiments, a back-propagation artificial neural network (BPNN) was used to establish the nonlinear multivariate relationship between thermo-mechanical fatigue reliability and control factors. Then, PSO was applied to obtaining the optimal levels of control factors by using the output of BPNN as the affinity measure. The results show that the control factors, such as print circuit board (PCB) size, PCB thickness, substrate size, substrate thickness, PCB coefficient of thermal expansion (CTE), substrate CTE, silicon die CTE, and solder joint CTE, have a great influence on thermo-mechanical fatigue reliability of PBGA solder joints. The ratio of signal to noise of ANN-PSO method is 51.77 dB and its error is 33.3% less than that of Taguchi method. Moreover, the running time of ANN-PSO method is only 2% of that of the BPNN. These conclusions are verified by the confirmative experiments. 展开更多
关键词 thermo-meehanical fatigue reliability solder joints plastic ball grid array finite element analysis Taguehi method artificial neural network particle swarm optimization
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Evaluation of microstructure and mechanical properties of squeeze overcast Al7075-Cu composite joints 被引量:1
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作者 Muhammad Waqas Hanif Ahmad Wasim +3 位作者 Muhammad Sajid Salman Hussain Muhammad Jawad Mirza Jahanzaib 《China Foundry》 SCIE CAS CSCD 2023年第1期29-39,共11页
Al7075-Cu composite joints were prepared by the squeeze overcast process.The effects of melt temperature,die temperature,and squeeze pressure on hardness and ultimate tensile strength(UTS)of squeeze overcast Al7075-Cu... Al7075-Cu composite joints were prepared by the squeeze overcast process.The effects of melt temperature,die temperature,and squeeze pressure on hardness and ultimate tensile strength(UTS)of squeeze overcast Al7075-Cu composite joints were studied.The experimental results depict that squeeze pressure is the most significant process parameter affecting the hardness and UTS.The optimal values of UTS(48 MPa)and hardness(76 HRB)are achieved at a melt temperature of 800℃,a die temperature of 250℃,and a squeeze pressure of 90 MPa.Scanning electron microscopy(SEM)shows that fractured surfaces show flatfaced morphology at the optimal experimental condition.Energy-dispersive spectroscopy(EDS)analysis depicts that the atomic weight percentage of Zn decreases with an increase in melt temperature and squeeze pressure.The optimal mechanical properties of the Al7075-Cu overcast joint were achieved at the Al2Cu eutectic phase due to the large number of copper atoms that dispersed into the aluminum melt during the solidification process and the formation of strong intermetallic bonds.Gray relational analysis integrated with the Taguchi method was used to develop an optimal set of control variables for multi-response parametric optimization.Confirmatory tests were performed to validate the effectiveness of the employed technique.The manufacturing of squeeze overcast Al7075-Cu composite joints at optimal process parameters delivers a great indication to acknowledge a new method for foundry practitioners to manufacture materials with superior mechanical properties. 展开更多
关键词 squeeze overcast joints Al7075-Cu composite joints mechanical properties gray relational analysis Taguchi method
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Regression Formulations for the Stress at Hot Spot of Multiplanar Tubular DT Joints
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作者 Chen, Tieyun Zhang, Huiyuan 《China Ocean Engineering》 SCIE EI 1993年第1期1-20,共20页
Stress concentration analysis of multiplanar tubular DT joints plays an important role in the fatigue design of offshore platforms. A semi-analytic method for stress analysis under the condition of any loads is briefl... Stress concentration analysis of multiplanar tubular DT joints plays an important role in the fatigue design of offshore platforms. A semi-analytic method for stress analysis under the condition of any loads is briefly introduced in the paper. Nineteen multiplanar tubular DT joints with one of two braces of the same dimension subjected to axial loads and out- of- plane bending moments are computed for parametric stress analysis by using the present method. The influence of geometrical parameters on the stresses of multiplanar tubular DT joints is discussed and compared with corresponding uniplanar T joints. The regression formulae for the stress at hot spot of multiplanar DT joints are found by modification of SCF of corresponding uniplanar T joints. The parametric formulae for the maximum stress by superposition. Finally, the influences of stiffening effect and load-interaction effect on the maximum stress of DT joints are discussed. 展开更多
关键词 Bending (deformation) Finite element method joints (structural components) Offshore structures Regression analysis Structural loads
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The Topic of Contact Zone Problems in the Shaft and Hole Joint, Taking into Account Component Form Errors
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作者 Marian Dudziak Andrzej Kabala Andrzej Kolodziej 《Journal of Mechanics Engineering and Automation》 2013年第9期586-590,共5页
In assemblies constructed from components manufactured with radial deviations, cross-section deviations and deviations being combination of both, there occur variable values of local stresses and displacements. Both t... In assemblies constructed from components manufactured with radial deviations, cross-section deviations and deviations being combination of both, there occur variable values of local stresses and displacements. Both the types of shape deviations and their values need to be taken into account in the designing process and play an important role during machine operation. They have a crucial effect on the value and scatter of maximum reduced von Mises stresses and contact stresses. Axisymmetric joints were examined, in which shafts in selected shape variants and in variable angular positions were associated with a non-deformable hole. The aspects of contact zone problems are presented using the example of numerical simulation of contact between an elliptical saddle-shaped shaft placed in a rigid, non-deformable hole in different angular positions. Occurrence of both variable relative stresses and contact stresses as well as shaft's axial shift and rotary movement resistance were demonstrated. 展开更多
关键词 Form deviations static analysis by finite element method axisymmetric joints.
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基于试验与仿真的CBGA焊点寿命预测技术 被引量:1
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作者 李杰 曹世博 +6 位作者 余伟 李泽源 乔志壮 刘林杰 张召富 刘胜 郭宇铮 《电子与封装》 2025年第7期113-121,共9页
陶瓷球栅阵列(CBGA)封装技术以其高密度互连优势在电子封装领域占据着举足轻重的地位,焊点的可靠性是影响器件性能的关键因素。采用有限元法深入探究了焊点在热循环载荷下的寿命预测技术。通过板级温循试验,监控导通电阻以分析焊点的寿... 陶瓷球栅阵列(CBGA)封装技术以其高密度互连优势在电子封装领域占据着举足轻重的地位,焊点的可靠性是影响器件性能的关键因素。采用有限元法深入探究了焊点在热循环载荷下的寿命预测技术。通过板级温循试验,监控导通电阻以分析焊点的寿命数据。构建了CBGA焊点的有限元模型,并对比分析了仿真与试验数据,确定焊点应变能密度均值增量作为寿命表征因子,进而优化了模型的稳健性。将试验实测数据与仿真结果有机结合,集成到Darveaux寿命模型中,建立了焊点寿命预测方法。研究结果证实,该方法能有效预测CBGA焊点的寿命,为同类封装产品的可靠性设计提供了有力的技术支撑。 展开更多
关键词 CBGA焊点 有限元法 寿命预测 可靠性分析
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基于联合分析法的标志设计决策研究 被引量:1
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作者 王伯勋 王贞 《家具与室内装饰》 北大核心 2025年第8期38-45,共8页
以“澳门历史城区虚拟现实体验艺术创作人才培训”项目为背景,应用联合分析法探讨标志设计决策过程,旨在提升品牌认知与信息传达。通过群体讨论确定标志的基本设计要素及其水平,结合整体轮廓法和正交试验设计生成16种标志组合方案,并进... 以“澳门历史城区虚拟现实体验艺术创作人才培训”项目为背景,应用联合分析法探讨标志设计决策过程,旨在提升品牌认知与信息传达。通过群体讨论确定标志的基本设计要素及其水平,结合整体轮廓法和正交试验设计生成16种标志组合方案,并进行视觉复杂性和偏好调查。基于调查结果,以方差分析检验标志设计要素之间的交互作用,确定各方案的总体效用函数和应用模式,获取各设计准则的成分效用值及要素的相对重要性。研究结果发现标志图形(56.60%)、标志文字(24.61%)和标志色彩(18.79%)在设计决策中具有不同的重要性。标志的视觉复杂性对用户偏好有显著影响,中等视觉复杂性的设计最受欢迎,过于简单或复杂的设计则较少受到青睐。采用联合分析法构建的标志设计决策优化模式,可协助设计师筛选出最优方案,提高标志设计决策的客观性,使设计决策过程更加系统性,可作为设计方案评估与选择的参照工具。 展开更多
关键词 联合分析法 标志设计决策 视觉复杂性 视觉偏好 视觉识别系统
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改进多准则决策和人工神经网络的风浪联合开发区划智能模型研究 被引量:1
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作者 邵萌 管笑 +4 位作者 孙金伟 毛智谋 邵珠晓 伊传秀 李祥东 《中国海洋大学学报(自然科学版)》 北大核心 2025年第7期117-128,共12页
针对目前海洋能区划研究中存在的计算复杂、耗时长和成本高等问题,本研究基于改进的多准则决策(Multiple criteria decision making,MCDM)方法和人工神经网络(Artificial neural network,ANN),提出了一种风浪联合开发区划智能模型。为... 针对目前海洋能区划研究中存在的计算复杂、耗时长和成本高等问题,本研究基于改进的多准则决策(Multiple criteria decision making,MCDM)方法和人工神经网络(Artificial neural network,ANN),提出了一种风浪联合开发区划智能模型。为降低专家的主观偏差,应用基于层级的模糊权重评估(Fuzzy level based weight assessment,FLBWA)法来计算各评价指标权重;继而结合改进的Borda-全乘比例多目标优化(Borda-multi-objective optimization on the basis of ratio analysis plus full multiplicative form,Borda-MULTIMOORA)法计算开发适宜性指数,从而能够更加准确、高效地得到评价结果;之后,基于灰狼优化算法的反向传播(Grey wolf optimizer with back propagation,GWO-BP)神经网络构建并训练智能模型,将适宜性分析转化为自动化、高效化和智能化的过程;最后,以山东省风浪联合开发区划为例验证该模型的可行性和合理性。根据实例验证,该模型可以实现风浪联合开发区划的智能化,为相关领域的研究和政府规划提供参考。 展开更多
关键词 风浪联合开发 区划 基于层级的模糊权重评估法 改进的Borda-全乘比例多目标优化法 灰狼优化算法的反向传播
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钢管混凝土KK型节点应力集中系数计算方法
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作者 陈康明 樊林杰 +3 位作者 杨益伦 吴庆雄 罗健平 缪承谕 《土木工程学报》 北大核心 2025年第2期50-62,85,共14页
为研究钢管混凝土KK(CFST-KK)型节点应力集中系数(SCF)计算方法,开展CFST-KK型节点模型试验和实体有限元分析,通过试验与有限元结果对比分析验证了有限元模型正确性;通过有限元参数分析揭示CFST-KK型节点SCF的敏感性以及管内混凝土的影... 为研究钢管混凝土KK(CFST-KK)型节点应力集中系数(SCF)计算方法,开展CFST-KK型节点模型试验和实体有限元分析,通过试验与有限元结果对比分析验证了有限元模型正确性;通过有限元参数分析揭示CFST-KK型节点SCF的敏感性以及管内混凝土的影响机理;探讨现有相贯管节点SCF计算方法的适用性,基于节点刚度推导得到钢管KK(CHS-KK)型节点SCF计算方法,基于变形相似原则并考虑管内混凝土与主管管壁的剥离变形作用,提出了CFST-KK型节点SCF计算方法。结果表明:有限元模型最大误差为8.0%,具有良好的精度;计算CFST-KK型节点SCF时,可只考虑轴力和面内弯矩的作用而忽略面外弯矩的作用;主管径厚比对CFST-KK型节点SCF的影响最为显著,主管内填混凝土可提升主管管壁整体径向刚度,使CFST-KK型节点SCF减小28.5%~48.9%;采用现有相贯管节点SCF计算方法计算CFST-KK型节点SCF时均存在较大误差;扩展有限元参数分析验证了文章提出的CHS-KK和CFST-KK型节点SCF计算方法具有良好的精度且计算结果偏于安全。 展开更多
关键词 钢管混凝土KK型节点 应力集中系数 计算方法 有限元分析 理论推导
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