scholarly journals Finite element calculation model of the piled rafts

2020 ◽  
Vol 913 ◽  
pp. 032054
Author(s):  
A.Ya. Dzhankulaev ◽  
N.A. Guenko ◽  
A.A. Dzhankulayev ◽  
H.M. Dyshekov
Keyword(s):  
Finite Element ◽  
Calculation Model ◽  
Finite Element Calculation ◽  
Element Calculation

The Study of ANSYS-Based Finite Element Calculation Model for Push-Back Rack

2013 ◽  
Vol 712-715 ◽  
pp. 1111-1115
Author(s):  
Bei Li ◽  
Zhuan Wang ◽  
Yi Li Wang
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Calculation Model ◽  
Finite Element Calculation ◽  
Element Calculation ◽  
Element Analysis ◽  
Modeling And Analysis ◽  
The Finite Element Analysis ◽  
Load Characteristics ◽  
Calculating Model

A kind of calculating model was proposed according to the structure and load characteristics of push-back rack. On the basis of study on modeling and analysis technology using ANSYS, the finite element analysis of push-back rack was realized, which can provide reference to the design and calculation of push-back rack.

Study on Web Parameters of Prestressed Concrete Composite Box Girder with Corrugated Steel Web

2011 ◽  
Vol 255-260 ◽  
pp. 1087-1091
Author(s):  
Xia Lin Yang ◽  
Lin Min Niu ◽  
Rong Ling Zhang ◽  
Guo Xiang Wei
Keyword(s):  
Finite Element ◽  
Prestressed Concrete ◽  
Composite Beams ◽  
Calculation Model ◽  
Finite Element Calculation ◽  
Element Calculation ◽  
Box Girder ◽  
Corrugated Steel Web ◽  
Set Up ◽  
Warping Stress

Taken the Chongqing PC composite box girder with corrugated steel web for background , spatial finite element calculation model is set up by adopting the mixed unit, the influence about geometric parameters of corrugated steel perforation is analyzed by used linear and nonlinear finite element calculation of steel box girder .It shows that bending stress and warping stress was reduced by increasing the bending angle of corrugated steel webs of composite beams, while the buckling strength improved obviously; the ratio of the top slab and the floor slab maximum thickness of box girder to the corrugated steel perforation should be about 20; the mechanical properties of composite beams will be improved by reducing the length of straight slabs of corrugated steel webs.

Finite Element Analysis of Tianerya Trench-Buried Inverted Siphon

2013 ◽  
Vol 804 ◽  
pp. 320-324
Author(s):  
Xiang Zan Xie
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Finite Element Calculation ◽  
Construction Process ◽  
Element Calculation ◽  
Element Analysis ◽  
Operational Process ◽  
Inverted Siphon ◽  
Calculation Results ◽  
Calculation Software

This paper adopts universal finite element calculation software to carry out finite element analysis for Tianerya trench-buried inverted siphon. Researching variation law of the inverted siphons stress and displacement in construction process and operational process. The calculation results further shown design schemes rationality and safety. The analysis results provide a certain reference for design of trench-buried inverted siphon structure.

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