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《结构与土木工程前沿(英文)》 doi: 10.1007/s11709-023-0035-5
Shuvankar DAS; Debarghya CHAKRABORTY
《结构与土木工程前沿(英文)》 2022年 第16卷 第8期 页码 1040-1055 doi: 10.1007/s11709-022-0841-1
关键词: undercut vertical escarpment stability Hoek-Brown yield criterion PCP
Finite element modeling of counter-roller spinning for large-sized aluminum alloy cylindrical parts
Dawei ZHANG, Fan LI, Shuaipeng LI, Shengdun ZHAO
《机械工程前沿(英文)》 2019年 第14卷 第3期 页码 351-357 doi: 10.1007/s11465-019-0528-z
关键词: large-sized cylindrical part counter-roller spinning aluminum alloy finite element method distributed power
Special Column on Multiscale Stochastic Finite Element Method
《结构与土木工程前沿(英文)》 2015年 第9卷 第2期 页码 105-106 doi: 10.1007/s11709-015-0297-7
Gui-Rong Liu
《结构与土木工程前沿(英文)》 2019年 第13卷 第2期 页码 456-477 doi: 10.1007/s11709-019-0519-5
The smoothed finite element method (S-FEM) was originated by G R Liu by combining some meshfree techniques with the well-established standard finite element method (FEM). It has a family of models carefully designed with innovative types of smoothing domains. These models are found having a number of important and theoretically profound properties. This article first provides a concise and easy-to-follow presentation of key formulations used in the S-FEM. A number of important properties and unique features of S-FEM models are discussed in detail, including 1) theoretically proven softening effects; 2) upper-bound solutions; 3) accurate solutions and higher convergence rates; 4) insensitivity to mesh distortion; 5) Jacobian-free; 6) volumetric-locking-free; and most importantly 7) working well with triangular and tetrahedral meshes that can be automatically generated. The S-FEM is thus ideal for automation in computations and adaptive analyses, and hence has profound impact on AI-assisted modeling and simulation. Most importantly, one can now purposely design an S-FEM model to obtain solutions with special properties as wish, meaning that S-FEM offers a framework for design numerical models with desired properties. This novel concept of numerical model on-demand may drastically change the landscape of modeling and simulation. Future directions of research are also provided.
关键词: computational method finite element method smoothed finite element method strain smoothing technique smoothing domain weakened weak form solid mechanics softening effect upper bound solution
Thermal buckling behavior of laminated composite plates: a finite-element study
Houdayfa OUNIS,Abdelouahab TATI,Adel BENCHABANE
《机械工程前沿(英文)》 2014年 第9卷 第1期 页码 41-49 doi: 10.1007/s11465-014-0284-z
In this paper, the thermal buckling behavior of composite laminated plates under a uniform temperature distribution is studied. A finite element of four nodes and 32 degrees of freedom (DOF), previously developed for the bending and mechanical buckling of laminated composite plates, is extended to investigate the thermal buckling behavior of laminated composite plates. Based upon the classical plate theory, the present finite element is a combination of a linear isoparametric membrane element and a high precision rectangular Hermitian element. The numerical implementation of the present finite element allowed the comparison of the numerical obtained results with results obtained from the literature: 1) with element of the same order, 2) the first order shear deformation theory, 3) the high order shear deformation theory and 4) the three-dimensional solution. It was found that the obtained results were very close to the reference results and the proposed element offers a good convergence speed. Furthermore, a parametrical study was also conducted to investigate the effect of the anisotropy of composite materials on the critical buckling temperature of laminated plates. The study showed that: 1) the critical buckling temperature generally decreases with the increasing of the modulus ratio EL/ET and thermal expansion ratio αT/αL, and 2) the boundary conditions and the orientation angles significantly affect the critical buckling temperature of laminated plates.
关键词: thermal buckling laminated composite plates anisotropy critical buckling temperature finite-element method high precision rectangular Hermitian element
Xi F. XU
《结构与土木工程前沿(英文)》 2015年 第9卷 第2期 页码 107-113 doi: 10.1007/s11709-014-0268-4
关键词: multiscale finite element settlement perturbation random field geotechnical
Finite element analysis of controlled low strength materials
Vahid ALIZADEH
《结构与土木工程前沿(英文)》 2019年 第13卷 第5期 页码 1243-1250 doi: 10.1007/s11709-019-0553-3
关键词: CLSM finite element method compressive strength pullout numerical modeling plastic damage model
Temperature control of transfer roller’s bearing based on finite element analysis
Peng ZHANG, Yourong LI, Han XIAO
《机械工程前沿(英文)》 2009年 第4卷 第2期 页码 215-218 doi: 10.1007/s11465-009-0026-9
关键词: transfer roller bearing finite element analysis sub-model temperature control
Nonlinear finite element analysis of short-limbed wall
Zhi ZHANG, Qian GU, Shaomin PENG, Quanzhi CAI
《结构与土木工程前沿(英文)》 2009年 第3卷 第2期 页码 125-130 doi: 10.1007/s11709-009-0025-2
关键词: short-limbed wall (SLW) nonlinear finite element separate model axial compression ratios
Amin MANOUCHEHRIAN, Mohammad Fatehi MARJI, Mohsen MOHEBBI
《结构与土木工程前沿(英文)》 2012年 第6卷 第4期 页码 385-392 doi: 10.1007/s11709-012-0173-7
关键词: indirect boundary element method finite element method displacement tunnel case study
Zhuchao YE, Huaihai CHEN,
《机械工程前沿(英文)》 2009年 第4卷 第4期 页码 397-400 doi: 10.1007/s11465-009-0044-7
关键词: simply supported beam moving mass (MM) transverse vibration moving finite element (MFE)
Ambient vibration testing and updating of the finite element model of a simply supported beam bridge
Ivan Gomez ARAUJO, Esperanza MALDONADO, Gustavo Chio CHO
《结构与土木工程前沿(英文)》 2011年 第5卷 第3期 页码 344-354 doi: 10.1007/s11709-011-0124-8
关键词: modal analysis parameter identification ambient vibration test Eigensystem Realization Algorithm (ERA) method finite element method
Finite element analysis of creep for plane steel frames in fire
Hui ZHU, Yuching WU
《结构与土木工程前沿(英文)》 2012年 第6卷 第3期 页码 297-307 doi: 10.1007/s11709-012-0162-x
关键词: creep plane steel frame fire finite element method geometric nonlinearity
Total stress rapid drawdown analysis of the Pilarcitos Dam failure using the finite element method
Daniel R. VANDENBERGE
《结构与土木工程前沿(英文)》 2014年 第8卷 第2期 页码 115-123 doi: 10.1007/s11709-014-0249-7
关键词: rapid drawdown finite element total stress slope stability
标题 作者 时间 类型 操作
Correction to: Effect of undercut on the lower bound stability of vertical rock escarpment using finiteelement and power cone programming
期刊论文
Effect of undercut on the lower bound stability of vertical rock escarpment using finite element andpower cone programming
Shuvankar DAS; Debarghya CHAKRABORTY
期刊论文
Finite element modeling of counter-roller spinning for large-sized aluminum alloy cylindrical parts
Dawei ZHANG, Fan LI, Shuaipeng LI, Shengdun ZHAO
期刊论文
The smoothed finite element method (S-FEM): A framework for the design of numerical models for desired
Gui-Rong Liu
期刊论文
Thermal buckling behavior of laminated composite plates: a finite-element study
Houdayfa OUNIS,Abdelouahab TATI,Adel BENCHABANE
期刊论文
Multiscale stochastic finite element method on random field modeling of geotechnical problems – a fast
Xi F. XU
期刊论文
Temperature control of transfer roller’s bearing based on finite element analysis
Peng ZHANG, Yourong LI, Han XIAO
期刊论文
Nonlinear finite element analysis of short-limbed wall
Zhi ZHANG, Qian GU, Shaomin PENG, Quanzhi CAI
期刊论文
Comparison of indirect boundary element and finite element methods A case study: Shiraz-Esfahan railway
Amin MANOUCHEHRIAN, Mohammad Fatehi MARJI, Mohsen MOHEBBI
期刊论文
Vibration analysis of a simply supported beam under moving mass based on moving finite element method
Zhuchao YE, Huaihai CHEN,
期刊论文
Ambient vibration testing and updating of the finite element model of a simply supported beam bridge
Ivan Gomez ARAUJO, Esperanza MALDONADO, Gustavo Chio CHO
期刊论文