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Relationships between femoral strength evaluated by nonlinear finite element analysis and BMD,material distribution and geometric morphology
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作者 He Gong1,Linwei Lv1,Rui Zhang1,Dong Zhu3,Ming Zhang2(1.Department of Engineering Mechanics,Jilin University,Changchun 130025,P.R.China 2.Department of Health Technology and Informatics,The Hong Kong Polytechnic University,Hong Kong,China 3.Department of Orthopedic Surgery,No.1 Hospital,Jilin University,Changchun 130021,China) 《医用生物力学》 EI CAS CSCD 2009年第S1期66-66,共1页
Precisely quantifying the strength of the proximal femur and accurately assessing hip fracture risk would enable those at high risk to be identified so that preventive interventions could be taken.Development of bette... Precisely quantifying the strength of the proximal femur and accurately assessing hip fracture risk would enable those at high risk to be identified so that preventive interventions could be taken.Development of better measures of femoral strength using the clinically 展开更多
关键词 BMD Relationships between femoral strength evaluated by nonlinear finite element analysis and BMD material distribution and geometric morphology FEA
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Seismic Response Analysis of Portal Water Injection Sheet Pile
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作者 WANG Yuanbin GUO Haiyan ZHANG Chunhui 《Journal of Ocean University of China》 SCIE CAS 2007年第1期90-94,共5页
To further the study on the newly developed portal water injection sheet pile under static loads, in this paper, by adopting the nonlinear calculation module of FEM software ANSYS, a model for the interaction between ... To further the study on the newly developed portal water injection sheet pile under static loads, in this paper, by adopting the nonlinear calculation module of FEM software ANSYS, a model for the interaction between the soil and the sheet piles is set up, and the seismic response analysis for this type of space-retaining structure is performed. The effects of the embedded depth and the distance between the front pile and the back pile on the dynamic characteristics of the portal water injection sheet pile are studied. 展开更多
关键词 portal water injection sheet pile ANSYS software nonlinear finite element analysis dynamic interaction seismic response
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单锚臂系泊系统上部组块轴承磨损研究
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作者 Shuo Yang 《Journal of Marine Science and Application》 CSCD 2021年第2期371-380,共10页
Because the applications of single-anchor leg mooring yoke systems(SYSs)are rarely studied in the offshore industry,the design of such systems features some uncertainties.This paper investigated the effect of eccentri... Because the applications of single-anchor leg mooring yoke systems(SYSs)are rarely studied in the offshore industry,the design of such systems features some uncertainties.This paper investigated the effect of eccentricity on the wear of the topside axial bearing of a SYS.The eccentricity of the topside was verified by on-site inspection,and the axial bearing wear was found to be far more serious than the original design.The contact status between the axial bearing and flange surface was studied on the basis of the actual topside load by using nonlinear finite element analysis.Wear tests of the topside bearing under uniform and eccentric loads were also performed to study the effect of eccentric loads on the wear rate.The key parameters obtained from numerical simulations and experimentation were used to calculate the wear depth via a simplified linear wear model based on the product of the pressure and sliding distance.Results showed that eccentric loads are the main factor responsible for the excessive wear of topside axial bearings. 展开更多
关键词 Single-anchor leg mooring Yoke system nonlinear finite element analysis Wear test Topside axial bearing
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Performance study on T-stub connected semi-rigid joint between rectangular tubular columns and H-shaped steel beams 被引量:2
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作者 Guochang LI Hongping YU Chen FANG 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2013年第3期296-303,共8页
This paper investigates the performance of T-stub connected semi-rigid joint of rectangular tubular columns and H-shaped steel beams.The finite element analysis software ABAQUS is used to analyze the nonlinear perform... This paper investigates the performance of T-stub connected semi-rigid joint of rectangular tubular columns and H-shaped steel beams.The finite element analysis software ABAQUS is used to analyze the nonlinear performance of the joint under monotonic loading.Meanwhile,the dimensions of T-stub,column and beam are considered as analytic parameters to discuss the performance of the joint.The analysis shows that the thickness and the length of T-stub webs,the height of beam section,bolt diameter,shear connector and the preloaded force affect the performance of the joint largely,and the thickness of the steel tube,the thickness and length of T-stub flange,bolt spacing have relatively little influences on the performance of the joint.The research results indicate that this joint is semi-rigid joint. 展开更多
关键词 rectangular tubular columns T-stub SEMI-RIGID nonlinear finite element analysis moment-rotation curves
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Driving force and structural strength evaluation of a flexible mechanical system with a hydrostatic skeleton 被引量:1
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作者 Daisuke MARUYAMA Hitoshi KIMURA +1 位作者 Michihiko KOSEKI Norio INOU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2010年第4期255-262,共8页
The purpose of this study was to build a flexible mechanical system with a hydrostatic skeleton.The main components of this system are two type flexible bags.One is a structural bag with constant inner pressure.The ot... The purpose of this study was to build a flexible mechanical system with a hydrostatic skeleton.The main components of this system are two type flexible bags.One is a structural bag with constant inner pressure.The other is an actuator bag with controlled inner pressure.To design the system,it was necessary to estimate both structural deformation and driving force.Numerical analysis of flexible bags,however,is difficult because of large nonlinear deformation.This study analyzed structural strength and driving force of flexible bags with the nonlinear finite element analysis (FEA) software ABAQUS.The stress concentration dependency on the bag shape is described and the driving force is calculated to include the large deformation.From the analytical results,this study derives an empirical equation of driving force.The validity of the equation was confirmed by condition-changed analyses and experimental results. 展开更多
关键词 Flexible mechanical system Hydrostatic skeleton Design method nonlinear finite element analysis (FEA)
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