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M. R. AKBARI,M. NIMAFAR,D. D. GANJI,M. M. AKBARZADE
《机械工程前沿(英文)》 2014年 第9卷 第4期 页码 402-408 doi: 10.1007/s11465-014-0316-8
The kinematic assumptions upon which the Euler-Bernoulli beam theory is founded allow it to be extended to more advanced analysis. Simple superposition allows for three-dimensional transverse loading. Using alternative constitutive equations can allow for viscoelastic or plastic beam deformation. Euler-Bernoulli beam theory can also be extended to the analysis of curved beams, beam buckling, composite beams and geometrically nonlinear beam deflection. In this study, solving the nonlinear differential equation governing the calculation of the large rotation deviation of the beam (or column) has been discussed. Previously to calculate the rotational deviation of the beam, the assumption is made that the angular deviation of the beam is small. By considering the small slope in the linearization of the governing differential equation, the solving is easy. The result of this simplification in some cases will lead to an excessive error. In this paper nonlinear differential equations governing on this system are solved analytically by Akbari-Ganji’s method (AGM). Moreover, in AGM by solving a set of algebraic equations, complicated nonlinear equations can easily be solved and without any mathematical operations such as integration solving. The solution of the problem can be obtained very simply and easily. Furthermore, to enhance the accuracy of the results, the Taylor expansion is not needed in most cases via AGM manner. Also, comparisons are made between AGM and numerical method (Runge-Kutta 4th). The results reveal that this method is very effective and simple, and can be applied for other nonlinear problems.
关键词: AGM critical load of columns large deformations of beam nonlinear differential equation
Multi-harmonic forced vibration and resonance of simple beams to moving vehicles
《结构与土木工程前沿(英文)》 页码 981-993 doi: 10.1007/s11709-023-0979-5
关键词: forced vibration linear Euler beam moving load harmonic structure frequency modulation end restraints
Seismic progressive-failure analysis of tall steel structures under beam-removal scenarios
Behrouz BEHNAM, Fahimeh SHOJAEI, Hamid Reza RONAGH
《结构与土木工程前沿(英文)》 2019年 第13卷 第4期 页码 904-917 doi: 10.1007/s11709-019-0525-7
关键词: progressive collapse tall steel moment-resisting frames non-linear dynamic analysis beam-removal scenario impact
Non linear modeling of three-dimensional reinforced and fiber concrete structures
Fatiha IGUETOULENE, Youcef BOUAFIA, Mohand Said KACHI
《结构与土木工程前沿(英文)》 2018年 第12卷 第4期 页码 439-453 doi: 10.1007/s11709-017-0433-7
关键词: numerical modeling column and beam nonlinear analysis fibers pious reinforcement 3D formulation response load-deflection
Farhoud KALATEH
《结构与土木工程前沿(英文)》 2019年 第13卷 第1期 页码 15-37 doi: 10.1007/s11709-018-0465-7
关键词: air blast loading concrete dams finite element dam-reservoir interaction cavitation concrete damage model
Scaling up of cluster beam deposition technology for catalysis application
《化学科学与工程前沿(英文)》 2021年 第15卷 第6期 页码 1360-1379 doi: 10.1007/s11705-021-2101-7
关键词: nanoparticle cluster cluster beam deposition magnetron sputtering heterogeneous catalysis
Design and analysis of linear oscillating motor for linear pump application-magnetic field, dynamics
Zongxia JIAO,Tianyi WANG,Liang YAN
《机械工程前沿(英文)》 2016年 第11卷 第4期 页码 351-362 doi: 10.1007/s11465-016-0407-9
A linear oscillating motor is an electromagnetic actuator that can achieve short-stroke reciprocating movement directly without auxiliary transmission mechanisms. It has been widely used in linear pump applications as the source of power and motion. However, because of the demand of high power density in a linear actuation system, the performance of linear oscillating motors has been the focus of studies and deserves further research for high power density. In this paper, a general framework of linear oscillating motor design and optimization is addressed in detail, including the electromagnetic, dynamics, and thermal aspects. First, the electromagnetic and dynamics characteristics are modeled to reveal the principle for optimization. Then, optimization and analysis on magnetic structure, resonant system, and thermal features are conducted, which provide the foundation for prototype development. Finally, experimental results are provided for validation. As a whole, this process offers complete guidance for high power density linear oscillating motors in linear pump applications.
关键词: linear oscillating motor linear pump magnetic field motor optimization
Junxiong LIN , Lan WANG ,
《环境科学与工程前沿(英文)》 2009年 第3卷 第3期 页码 320-324 doi: 10.1007/s11783-009-0030-7
关键词: adsorption pseudo-first order pseudo-second order kinetic model linear method non-linear method
General expression for linear and nonlinear time series models
Ren HUANG, Feiyun XU, Ruwen CHEN
《机械工程前沿(英文)》 2009年 第4卷 第1期 页码 15-24 doi: 10.1007/s11465-009-0015-z
关键词: linear and nonlinear autoregressive model system identification time series analysis
《机械工程前沿(英文)》 2022年 第17卷 第4期 doi: 10.1007/s11465-022-0703-5
关键词: laser beam welding parameter optimization metamodel multi-objective
Iman FATTAHI, Hamid Reza MIRDAMADI, Hamid ABDOLLAHI
《结构与土木工程前沿(英文)》 2020年 第14卷 第3期 页码 675-689 doi: 10.1007/s11709-020-0625-4
关键词: composite beam dynamic finite element degrees of freedom coupling experimental validation numerical validation
Experimental and numerical analysis of beam to column joints in steel structures
Gholamreza ABDOLLAHZADEH, Seyed Mostafa SHABANIAN
《结构与土木工程前沿(英文)》 2018年 第12卷 第4期 页码 642-661 doi: 10.1007/s11709-017-0457-z
关键词: beam to column connections experiments component method neural network model combinational modeling
《环境科学与工程前沿(英文)》 2023年 第18卷 第4期 doi: 10.1007/s11783-024-1805-6
● Urethane functionalities created on PES membranes via electron beam irradiation.
关键词: Surface functionalization Electron beam irradiation Microfiltration Endocrine disrupting chemicals
郝景新,刘文金,吴新凤
《中国工程科学》 2014年 第16卷 第4期 页码 92-95
最大弯曲正应力是衡量夹层梁弯曲性能的重要参数之一,本文推导出了将软夹芯夹层梁等效成等 截面均质单层梁计算最大弯曲正应力的方法,并在此基础上进行三点弯曲试验的算例研究。结果表明:修正单层梁理论与层合梁理论计算的结果是一致的。当破坏载荷与夹层梁横截面的尺寸一定时,随着芯层与总厚度比的增加,修正单层梁理论计算的最大正应力值逐渐增加,而单层梁理论计算的结果为一恒定值。最大弯曲正应力修正公式的建立为夹层梁的工程应用提供理论基础。
Faezehossadat KHADEMI,Mahmoud AKBARI,Sayed Mohammadmehdi JAMAL,Mehdi NIKOO
《结构与土木工程前沿(英文)》 2017年 第11卷 第1期 页码 90-99 doi: 10.1007/s11709-016-0363-9
关键词: concrete 28 days compressive strength multiple linear regression artificial neural network ANFIS sensitivity analysis (SA)
标题 作者 时间 类型 操作
Scrutiny of non-linear differential equations Euler-Bernoulli beam with large rotational deviation by
M. R. AKBARI,M. NIMAFAR,D. D. GANJI,M. M. AKBARZADE
期刊论文
Seismic progressive-failure analysis of tall steel structures under beam-removal scenarios
Behrouz BEHNAM, Fahimeh SHOJAEI, Hamid Reza RONAGH
期刊论文
Non linear modeling of three-dimensional reinforced and fiber concrete structures
Fatiha IGUETOULENE, Youcef BOUAFIA, Mohand Said KACHI
期刊论文
Dynamic failure analysis of concrete dams under air blast using coupled Euler-Lagrange finite element
Farhoud KALATEH
期刊论文
Design and analysis of linear oscillating motor for linear pump application-magnetic field, dynamics
Zongxia JIAO,Tianyi WANG,Liang YAN
期刊论文
Comparison between linear and non-linear forms of pseudo-first-order and pseudo-second-order adsorption
Junxiong LIN , Lan WANG ,
期刊论文
General expression for linear and nonlinear time series models
Ren HUANG, Feiyun XU, Ruwen CHEN
期刊论文
Processing parameter optimization of fiber laser beam welding using an ensemble of metamodels and MOABC
期刊论文
Application of consistent geometric decomposition theorem to dynamic finite element of 3D composite beam
Iman FATTAHI, Hamid Reza MIRDAMADI, Hamid ABDOLLAHI
期刊论文
Experimental and numerical analysis of beam to column joints in steel structures
Gholamreza ABDOLLAHZADEH, Seyed Mostafa SHABANIAN
期刊论文
disrupting chemicals from water through urethane functionalization of microfiltration membranes via electron beam
期刊论文