Three-dimensional finite element simulation analysis of milling deformation of SiCp/Al composites thin-walled parts

2017 ◽  
Vol 19 (5) ◽  
pp. 408
Author(s):  
Shutao Huang ◽  
Yunan Liu ◽  
Keru Jiao ◽  
Jinquan Li
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Simulation Analysis ◽  
Three Dimensional ◽  
Element Simulation ◽  
Dimensional Finite Element ◽  
Thin Walled ◽  
Three Dimensional Finite Element

Finite Element Simulation Analysis of Clay Inclined Wall Dam

2014 ◽  
Vol 488-489 ◽  
pp. 577-580
Author(s):  
Ke Ding Liu
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Simulation Analysis ◽  
Three Dimensional ◽  
Common Structure ◽  
Operating Process ◽  
Element Simulation ◽  
Dimensional Finite Element ◽  
Three Dimensional Finite Element ◽  
Calculation Software

Clay inclined wall dam is a common structure in hydraulic engineering, this paper adopts universal finite element calculation software to carry out three-dimensional finite element simulation analysis for clay inclined wall dam of Xindian reservoir. Computer is fully used in calculation process, researching variation law of the dams stress and displacement in construction process and operating process. The research results offer some reference for design and construction of clay inclined wall dam.

Finite Element Simulation Analysis of Separate Overpass Structure

2014 ◽  
Vol 716-717 ◽  
pp. 448-451
Author(s):  
Yue Liang Liu
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Simulation Analysis ◽  
Process Analysis ◽  
Three Dimensional ◽  
Construction Process ◽  
Operating Process ◽  
Element Simulation ◽  
Dimensional Finite Element ◽  
Three Dimensional Finite Element

Overpass is the important part of urban transportation infrastructure. This paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Longhai railway separate overpass. Researching variation law of the overpass’s stress and displacement in construction process and operating process. Analysis results show that, structure of Longhai railway separate overpass is reasonable, force of overpass structure is explicit, it meets the requirements for engineering.

Three-Dimensional Finite Element Simulation Analysis of Jinliang Rive Inverted Siphon Structure

2012 ◽  
Vol 499 ◽  
pp. 322-326
Author(s):  
Yun Liu
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Simulation Analysis ◽  
Process Analysis ◽  
Three Dimensional ◽  
Reference Value ◽  
Inverted Siphon ◽  
Element Simulation ◽  
Dimensional Finite Element ◽  
Three Dimensional Finite Element

Inverted siphon structure is a common water conveyance buildings, computer as a efficient computational tool is used, this paper adopt finite element method to carry out three-dimensional finite element simulation analysis for Jinliang Rive inverted siphon structure. Deducing variation law of the inverted siphon’s stress and displacement in construction process and operational process. Analysis results further verified that design scheme is reasonable and safe, it has certain reference value.

Finite Element Simulation Analysis of Reinforced Concrete Aqueduct

2013 ◽  
Vol 394 ◽  
pp. 323-326
Author(s):  
Min Tan
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Finite Element Simulation ◽  
Simulation Analysis ◽  
Process Analysis ◽  
Three Dimensional ◽  
Element Simulation ◽  
Dimensional Finite Element ◽  
Water Conveyance ◽  
Three Dimensional Finite Element

Aqueduct is a important water conveyance buildings, this paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Songxijiang reinforced concrete rectangle beam-supported aqueduct. Researching variation law of the aqueducts stress and displacement in construction process and operational process. Analysis results show that, structure of Songxijiang reinforced concrete rectangle beam-supported aqueduct is reasonable, force of aqueduct structure is explicit, it meets the requirements for engineering.

Finite Element Simulation Analysis of Concrete Hyperbolic Arch Dam

2014 ◽  
Vol 488-489 ◽  
pp. 581-584
Author(s):  
Zhen Ren
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Mechanical Performance ◽  
Simulation Analysis ◽  
Three Dimensional ◽  
Arch Dam ◽  
Operating Process ◽  
Element Simulation ◽  
Dimensional Finite Element ◽  
Three Dimensional Finite Element

Arch dam is a water retaining structure which has beautiful bodily form and reasonable structure form, in recent years, arch dam has been widely used. This paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Haierwa reservoir concrete hyperbolic arch dam, researching variation law of the dams stress and displacement in operating process. Research results show that, Haierwa reservoir concrete hyperbolic arch dam is reasonable structure, good mechanical performance, every index meets the requirements for design.

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