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FEM-based strain analysis study for multilayer sheet forming process
Rongjing ZHANG,Lihui LANG,Rizwan ZAFAR
《机械工程前沿(英文)》 2015年 第10卷 第4期 页码 373-379 doi: 10.1007/s11465-015-0371-9
Fiber metal laminates have many advantages over traditional laminates (e.g., any type of fiber and resin material can be placed anywhere between the metallic layers without risk of failure of the composite fabric sheets). Furthermore, the process requirements to strictly control the temperature and punch force in fiber metal laminates are also less stringent than those in traditional laminates. To further explore the novel method, this study conducts a finite element method-based (FEM-based) strain analysis on multilayer blanks by using the 3A method. Different forming modes such as wrinkling and fracture are discussed by using experimental and numerical studies. Hydroforming is used for multilayer forming. The Barlat 2000 yield criteria and DYNAFORM/LS-DYNA are used for the simulations. Optimal process parameters are determined on the basis of fixed die-binder gap and variable cavity pressure. The results of this study will enhance the knowledge on the mechanics of multilayer structures formed by using the 3A method and expand its commercial applications.
关键词: finite element method (FEM) strain analysis multilayer sheet forming
Adaptive selective ES-FEM limit analysis of cracked plane-strain structures
H. NGUYEN-XUAN,T. RABCZUK
《结构与土木工程前沿(英文)》 2015年 第9卷 第4期 页码 478-490 doi: 10.1007/s11709-015-0317-7
关键词: cracked structure limit analysis von Mises criterion edge-based strain smoothing second-order cone programming adaptive
郑颖人,赵尚毅,张鲁渝
《中国工程科学》 2002年 第4卷 第10期 页码 57-61
通过对边坡非线性有限元模型进行强度折减,使边坡达到不稳定状态时,非线性有限元静力计算将不收敛,此时的折减系数就是稳定安全系数,同时可得到边坡破坏时的滑动面。传统条分法无法获得岩质边坡的滑动面与稳定安全系数。该方法开创了求岩质边坡滑动面与稳定安全系数的先例。文章对此法的计算精度以及影响因素进行了分析。算例表明采用摩尔-库仑等面积圆屈服准则求得的稳定安全系数与简化Bishop法的误差为3%~8%,与Spencer法的误差为1%~4%,证实了其实用于工程的可行性。
An extended cell-based smoothed discrete shear gap method (XCS-FEM-DSG3) for free vibration analysis
M. H. NGUYEN-THOI,L. Le-ANH,V. Ho-HUU,H. Dang-TRUNG,T. NGUYEN-THOI
《结构与土木工程前沿(英文)》 2015年 第9卷 第4期 页码 341-358 doi: 10.1007/s11709-015-0302-1
关键词: cracked Reissner-Mindlin shell free vibration analysis cell-based smoothed discrete shear gap method (CS-FEM-DSG3) extended cell-based smoothed discrete shear gap method (XCS-FEM-DSG3) smoothed finite element methods (SFEM)
Maximum entropy based finite element analysis of porous media
Emad NOROUZI, Hesam MOSLEMZADEH, Soheil MOHAMMADI
《结构与土木工程前沿(英文)》 2019年 第13卷 第2期 页码 364-379 doi: 10.1007/s11709-018-0470-x
关键词: maximum entropy FEM fully coupled multi-phase system porous media
Two-scale modeling of granular materials: A FEM-FEM approach
Yun-Zhu CAI, Yu-Ching WU
《结构与土木工程前沿(英文)》 2013年 第7卷 第3期 页码 304-315 doi: 10.1007/s11709-013-0213-y
关键词: homogenization two-scale representative volume element compaction granular assembly finite element method
Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers
Dakuo FENG, Ga ZHANG, Jianmin ZHANG,
《结构与土木工程前沿(英文)》 2010年 第4卷 第2期 页码 258-266 doi: 10.1007/s11709-010-0031-4
关键词: concrete-faced rockfill dam (CFRD) overburden layer dynamic analysis finite element method (FEM)
Seismic response reduction of a three-story building by an MR grease damper
Tomoki SAKURAI, Shin MORISHITA
《机械工程前沿(英文)》 2017年 第12卷 第2期 页码 224-233 doi: 10.1007/s11465-017-0413-6
This paper describes an application of magneto-rheological (MR) grease dampers as seismic dampers for a three-story steel structure. MR fluid is widely known as a smart material with rheological properties that can be varied by magnetic field strength. This material has been applied to various types of devices, such as dampers, clutches, and engine mounts. However, the ferromagnetic particles dispersed in MR fluid settle out of the suspension after a certain interval because of the density difference between the particles and their carrier fluid. To overcome this defect, we developed a new type of controllable working fluid using grease as the carrier of magnetic particles. MR grease was introduced into a cylindrical damper, and the seismic performance of the damper was subsequently studied via numerical analysis. The analysis results of the MR grease damper were compared with those of other seismic dampers. We confirmed that the MR grease damper is an effective seismic damper.
关键词: MR grease damper seismic damper vibration control structural response FEM analysis
Dynamic analysis of a rig shafting vibration based on finite element
Van Thanh NGO, Danmei XIE, Yangheng XIONG, Hengliang ZHANG, Yi YANG
《机械工程前沿(英文)》 2013年 第8卷 第3期 页码 244-251 doi: 10.1007/s11465-013-0264-8
In recently, finite elements method (FEM) has been used most popular for analysis of stress, vibration, heat flow and many other phenomena. Taking a rig shafting as an example, this paper studies the lateral vibration of the rig shafting with multi-degree-of-freedom by using FEM. The FEM model is created and the eigenvalues and eigenvectors are calculated and analyzed to find natural frequencies, critical speeds, mode shapes and unbalance responses. Then critical and mode shapes are determined. Finally, responses of unbalance force are analyzed in case of undamped and damped system, and peaks of response are compared.
关键词: Finite element method (FEM) lateral vibration rig shafting rotor-bearing system dynamic characteristics
Keyhan KARAMI, Majid ABEDI, Mohammad ZAMANI NEJAD, Mohammad Hassan LOTFIAN
《机械工程前沿(英文)》 2012年 第7卷 第4期 页码 433-438 doi: 10.1007/s11465-012-0336-1
On the basis of plane elasticity theory (PET), the displacement and stress components in a thick-walled spherical pressure vessels made of heterogeneous materials subjected to internal and external pressure is developed. The mechanical properties except the Poisson’s ratio are assumed to obey the parabolic variations throughout the thickness. Effect of material inhomogeneity on the elastic deformations and stresses is investigated. The analytical solutions and the solutions carried out through the FEM have a good agreement. The values used in this study are arbitrary chosen to demonstrate the effect of inhomogeneity on displacements, and stresses distributions.
关键词: thick-walled spherical vessels heterogeneous materials FGM FEM parabolic varying properties
Fillitsa KARANTONI, Stavroula PANTAZOPOULOU, Athanasios GANAS
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 270-290 doi: 10.1007/s11709-017-0390-1
During August 1953 three strong earthquakes of magnitude ranging from 6.3 to 7.2 shook the Ionian Island of Cephalonia (Kefalonia), Greece, and destroyed almost the entire building stock of the Island which consisted primarily of traditional unreinforced masonry (URM) houses. The authorities went on to restructuring of the building stock, using a structural system that is most like what is known today as confined masonry. They designed about 14 types of one- to two-storey buildings providing the engineers with detailed construction plans. These buildings are known as “Arogi” buildings (Arogi in Greek meaning Aid). On the 24th of January and 3rd of February 2014, two earthquakes of magnitude 6.1 and 6.0 struck the island, causing significant soil damages, developing excessively high ground accelerations. Surprisingly, no damage was reported in the “Arogi” buildings. The seismic behavior of the buildings is examined by FEM linear analysis and it is compared to that of URM structures. Computed results illustrate that the displacements of identical URM buildings would be about twice the magnitudes observed in the corresponding “Arogi” ones, with the implication that the earthquake sequence of 2014 would have caused critical damage should the type of structure be of the URM type. Furthermore, it is illustrated that this low cost alternative method of construction is a very effective means of producing earthquake resilient structures, whereas further reduction of seismic displacement may be achieved in the order of 50% with commensurate effects on damage potential, when reinforced slabs are used to replace the timber roofs.
关键词: Cephalonia confined masonry comparative FEM analysis unreinforced masonry seismic damage
3D finite element method (FEM) simulation of groundwater flow during backward erosion piping
Kristine VANDENBOER,Vera van BEEK,Adam BEZUIJEN
《结构与土木工程前沿(英文)》 2014年 第8卷 第2期 页码 160-166 doi: 10.1007/s11709-014-0257-7
关键词: backward erosion piping groundwater flow 3D finite element method (FEM)
Research on acoustic-structure sensitivity using FEM and BEM
ZHANG Jun, ZHAO Wenzhong, ZHANG Weiying
《机械工程前沿(英文)》 2007年 第2卷 第1期 页码 62-67 doi: 10.1007/s11465-007-0010-1
关键词: sensitivity method BEM acoustic pressure pressure sensitivity frequency
Zhenning BA; Jisai FU; Zhihui ZHU; Hao ZHONG
《结构与土木工程前沿(英文)》 2022年 第16卷 第12期 页码 1515-1529 doi: 10.1007/s11709-022-0887-0
关键词: source-to-structure simulation FK-FEM hybrid approach underground structures point dislocation source
Abdelwahhab KHATIR; Roberto CAPOZUCCA; Samir KHATIR; Erica MAGAGNINI
《结构与土木工程前沿(英文)》 2022年 第16卷 第8期 页码 976-989 doi: 10.1007/s11709-022-0840-2
关键词: damage prediction ANN BOA FEM experimental modal analysis
标题 作者 时间 类型 操作
FEM-based strain analysis study for multilayer sheet forming process
Rongjing ZHANG,Lihui LANG,Rizwan ZAFAR
期刊论文
Adaptive selective ES-FEM limit analysis of cracked plane-strain structures
H. NGUYEN-XUAN,T. RABCZUK
期刊论文
An extended cell-based smoothed discrete shear gap method (XCS-FEM-DSG3) for free vibration analysis
M. H. NGUYEN-THOI,L. Le-ANH,V. Ho-HUU,H. Dang-TRUNG,T. NGUYEN-THOI
期刊论文
Maximum entropy based finite element analysis of porous media
Emad NOROUZI, Hesam MOSLEMZADEH, Soheil MOHAMMADI
期刊论文
Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers
Dakuo FENG, Ga ZHANG, Jianmin ZHANG,
期刊论文
Seismic response reduction of a three-story building by an MR grease damper
Tomoki SAKURAI, Shin MORISHITA
期刊论文
Dynamic analysis of a rig shafting vibration based on finite element
Van Thanh NGO, Danmei XIE, Yangheng XIONG, Hengliang ZHANG, Yi YANG
期刊论文
Elastic analysis of heterogeneous thick-walled spherical pressure vessels with parabolic varying properties
Keyhan KARAMI, Majid ABEDI, Mohammad ZAMANI NEJAD, Mohammad Hassan LOTFIAN
期刊论文
Confined masonry as practical seismic construction alternative–the experience from the 2014 Cephalonia Earthquake
Fillitsa KARANTONI, Stavroula PANTAZOPOULOU, Athanasios GANAS
期刊论文
3D finite element method (FEM) simulation of groundwater flow during backward erosion piping
Kristine VANDENBOER,Vera van BEEK,Adam BEZUIJEN
期刊论文
Research on acoustic-structure sensitivity using FEM and BEM
ZHANG Jun, ZHAO Wenzhong, ZHANG Weiying
期刊论文
end-to-end 3d seismic simulation of underground structures due to point dislocation source by using an FK-FEM
Zhenning BA; Jisai FU; Zhihui ZHU; Hao ZHONG
期刊论文