Structural Finite Element Analysis on Side Wall Pouring Formwork Trolley for Subway Station

2013 ◽  
Vol 380-384 ◽  
pp. 95-100
Author(s):  
Yan Fang Ma ◽  
Zhen Tong He ◽  
Qin Zhao
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Light Condition ◽  
Side Wall ◽  
Element Model ◽  
Structure Design ◽  
Analysis Software ◽  
Element Analysis ◽  
Work Condition ◽  
The Stability

Structure finite element analysis software ANSYS is used to establish relatively complete finite element model for automatic side wall formwork trolley, analyze the stability of formwork trolley under light condition and work condition, and give a correct classification on working conditions of formwork trolley. Main factors influencing the stability of formwork trolley are found and improving measures are proposed to provide reference for optimal structure design and standardized design of formwork trolley.

FINITE ELEMENT ANALYSIS OF A DENTAL IMPLANT

2003 ◽  
Vol 15 (02) ◽  
pp. 82-85 ◽  
Author(s):  
SHYH-CHOUR HUANG ◽  
CHANG-FENG TSAI
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Stress Distribution ◽  
Element Model ◽  
Element Analysis ◽  
3 Dimensional ◽  
Dimensional Finite Element ◽  
The Stability ◽  
Stress Concentration Effect ◽  
Implant System

This paper presents results from using a 3-dimensional finite element model to assess the stress distribution in the bone, in the implant and in the abutment as a function of the implant's diameter and length. Increasing implant diameter and length increases the stability of the implant system. By using a finite element analysis, we show that implant length does not decrease the stress distribution of either the implant or the bone. Alternatively, however implant diameter increases reduce the stresses. For the latter case, the contact area between implant and bone is increased thus the stress concentration effect is decreased. Also, with increased implant diameter the bone loss is decreased and as a consequence the success rate is improved.

The Finite-Element Analysis of Cylindrical Helical Tooth Milling Cutter Based on Marc

2011 ◽  
Vol 52-54 ◽  
pp. 1147-1152
Author(s):  
Guang Guo Zhang ◽  
Wei Jiang ◽  
Hong Hua Zhang ◽  
Huan Wang
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Cutting Forces ◽  
Element Model ◽  
Local Deformation ◽  
Analysis Software ◽  
Element Analysis ◽  
Milling Cutter ◽  
Cutter Life ◽  
The Finite Element Analysis

In the traditional designs of milling cutter, we cannot get the required accuracy of machining as there may be local deformation on the edges, even more the cutter can break down. Aiming at this situation, a finite-element model of straight pin milling cutter with helical tooth are built using Marc, a nonlinear finite-element analysis software, the different cutting forces of the milling cutter during the cutting process are analyzed and the cutting forces of the milling cutter at different parameters are studied. We get the stress, the strain and the temperature distribution of the milling cutter in different situation. Our work offer a theoretical basis of improving stress of the cutter, designing the structure of cutters reasonably and analyzing the cutter failure as well as a new method of analysis and calculation of the cutter life and strength.

Finite Element Analysis of the Greenhouse Canopy Effect with Seismic Load

2011 ◽  
Vol 368-373 ◽  
pp. 1125-1129
Author(s):  
Chang Jiang Liu ◽  
Jin Long Wang
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Seismic Analysis ◽  
Element Model ◽  
Seismic Load ◽  
Analysis Software ◽  
Element Analysis ◽  
Canopy Effect ◽  
The Finite Element Analysis ◽  
The Finite Element Model

The finite element model about greenhouse canopy of seismic analysis was setted up, The finite element analysis software ANSYS was used to study structure displacement, stress analysis on greenhouse shed. The results showed that the dangerous part of the canopy were located on upper chord members,lower chord members, web members of the framework and the lower and upper, the inside of both sides of the wall with seismic load.Corresponding to this results ,the main destroied form were the framework damage caused by the bending deformation of upper chord members, lower chord members and the upper web members and the unstability caused by the distortion of both sides of the wall.

The Optimized Negative Clearance Value with Reason in ASTM-Gr.D Fine-Blanking with Negative Clearance Blanking

2012 ◽  
Vol 588-589 ◽  
pp. 80-83
Author(s):  
W.F. Fan ◽  
J.H. Li ◽  
F. Li
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Similarity Theory ◽  
Element Model ◽  
Analysis Software ◽  
Rigid Plastic ◽  
Element Analysis ◽  
Fine Blanking ◽  
Geometry Model ◽  
Negative Clearance

This paper has established geometry model of the rigid-plastic Finite Element Model (FEM) basing on the foundation of similarity theory. It has simulated and analyzed the material of ASTM-Gr.D used by finite element analysis software of metal plastic DEFORM with different negative clearance values blanking, which obtains the caver of the different negative clearance values with roll-over with sheared zone with punching load. According to the result of simulation, it has made an experiment on the ASTM-Gr.D of 2.0(mm) thickness with the different negative clearance, and obtained samples with sheared well and no burr, which summarized that it could achieve no burr in fine blanking when the values of negative clearances value took -0.1 ~ -0.3mm.

Analysis of progressive deformation of the Edmonton Convention Centre excavation

1987 ◽  
Vol 24 (3) ◽  
pp. 430-440 ◽  
Author(s):  
D. H. Chan ◽  
N. R. Morgenstern
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Strain Softening ◽  
Progressive Failure ◽  
Field Measurements ◽  
Shear Zones ◽  
Element Model ◽  
Progressive Deformation ◽  
Element Analysis ◽  
The Stability

A finite element analysis was performed of the deformations observed during the excavation of the Edmonton Convention Centre. Local geology in the Edmonton area consists of layers of shale with weak bentonite seams overlain by glacial deposits. The presence of the bentonite seams, which possess strain-softening characteristics, controls the stability of the excavation, which is located in a valley wall. To simulate the influence of the bentonite seams a strain-softening finite element model is used to estimate the amount of deformation in the foundation of the excavation. Field measurements indicated that localized progressive straining had occurred during the excavation process, and substantial heave of the foundation floor was observed. The finite element results show progressive deformation of the excavation and propagation of shear zones. Good agreement between the finite element results and the field observations is obtained. Key words: progressive failure, strain softening, finite element analysis, shear band, excavation stability.

Finite Element Analysis of the Process of Drilling Medical Titanium Sheet

2012 ◽  
Vol 532-533 ◽  
pp. 272-276
Author(s):  
Hong Shen ◽  
Yu Feng Deng ◽  
Jian Hao
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Penetration Rate ◽  
Element Model ◽  
Twist Drill ◽  
Analysis Software ◽  
Stress Strain ◽  
Titanium Sheet ◽  
Element Analysis ◽  
Drilling Technology

This article showed that the research of the process of drilling medical titanium sheet. Internal stress, strain and temperature distribution could not be seen, so based on Finite element analysis software, establishing finite element model of the process of drilling. On the basis of the inspection and studying existing drilling technology, three options were proposed .In view of stress, strain, temperature, and axial force, analyze the process of drilling titanium sheet. The results showed that penetration rate in 1000r/min and feed in 0.04mm/r, twist drill drilling medical titanium sheet is more reasonable.

Vibration Characteristic Analysis of the Barrel

2014 ◽  
Vol 1014 ◽  
pp. 143-146
Author(s):  
Shuai Chen ◽  
Cun Gui Yu
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Element Model ◽  
Vibration Characteristic ◽  
Analysis Software ◽  
Characteristic Analysis ◽  
Modal Shape ◽  
Element Analysis ◽  
Vibration Modal ◽  
The Finite Element Model

This study is based on the graduation design for undergraduate course. In the paper, finite element analysis software ANSYS had been used to create the finite element model of a cannon barrel. On this basis, the vibration modal analysis of the barrel was conducted. Through the model analysis, the natural frequency and modal shape of the cannon barrel was obtained. The situations of stiffness strength and elasticity deformation about each part of the barrel were got by analysis of the modal shape. By this way, we can verify the rationality of the barrel design .Also it can provide improvements of the weak place of the structure for people to improve the stiffness and shooting precision of the gun, in order to make the dynamics characteristics of the gun more reasonable.

The Study of Numerical Analysis about the Stability of Tunnels with Typical Planes of Fracture

2013 ◽  
Vol 353-356 ◽  
pp. 1507-1510
Author(s):  
Bo Huang ◽  
Rui Jun Liu
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Surrounding Rock ◽  
Optimum Shape ◽  
Analysis Software ◽  
Element Analysis ◽  
Related Data ◽  
Optimal Shapes ◽  
Stability Of Surrounding Rock ◽  
The Stability

The optimum shape of the tunnel is usually decided by many factors. Not only should it ensure the stability of surrounding rock and the advantageous of masonry's stress, but also it need to meet the using requirements of the cavern, the convenience of the construction, the least excavated volume and the best economic results. Seeking the optimal shapes of the carven which is under the specific condition has always been paid great attention by engineers. With the help of ADINA finite element analysis software, this paper imitates related data in elastic theory about the excavation of tunnels with the typical planes of fracture which are under the same geology condition. After that, it contrasts the actual computing results with the theoretical analysis, and then studies planes of fracture's optimal excavated shapes of the tunnels.

Design and Numerical Simulation of High Strength Lightweight RPC Pole

2020 ◽  
Vol 984 ◽  
pp. 245-251
Author(s):  
Fang Da Fu ◽  
Lu Liang Wang ◽  
Hai Long Zhao ◽  
Jun Feng Bai ◽  
Xu Dong Zhou ◽  
...  
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Theoretical Calculation ◽  
High Strength ◽  
Element Model ◽  
Reactive Powder Concrete ◽  
Calculation Formula ◽  
Analysis Software ◽  
Element Analysis ◽  
Reactive Powder

In this paper, finite element model of reactive powder concrete (RPC) pole was established by using finite element analysis software ABAQUS, and the strength of RPC pole was checked. The results of finite element analysis and theoretical calculation are compared to provide a basis for determining the parameters used in finite element modeling and revising the theoretical calculation formula.

Finite Element Analysis of Reinforced Brick Wall with Opening Hole

2011 ◽  
Vol 243-249 ◽  
pp. 5506-5511 ◽  
Author(s):  
Kun Zhu ◽  
Er Yu Zhu ◽  
Wei Yang
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Finite Element Model ◽  
Element Model ◽  
Brick Wall ◽  
Analysis Software ◽  
Maximum Displacement ◽  
Element Analysis ◽  
Open Hole ◽  
Reinforcement Model

Based on the result of investigation of farmer’s house in Beijing, a finite element model of reinforced brick wall with a open hole was established, using the ANSYS finite element analysis software. Besides, several reinforcement ways were compared and analyzed. The differences of the maximum displacement and the stress value of different models in the same force condition were discussed. As a result, we put forward a reference reinforcement model.

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