scholarly journals Mechanical Behavior and Damage of Zinc Coating for Hot Dip Galvanized Steel Sheet DP600

Coatings ◽  
2020 ◽  
Vol 10 (3) ◽  
pp. 202
Author(s):  
Gui Li ◽  
Xiaoyu Long
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Steel Sheet ◽  
Steel Substrate ◽  
Zinc Coating ◽  
Indentation Test ◽  
Galvanized Steel ◽  
Element Analysis ◽  
The Finite Element Analysis

Advanced high strength galvanized steel sheet has been one of the dominant materials of modern automotive panels because of its outstanding mechanical properties and corrosion resistance. The zinc coating thickness of hot dip galvanized steel sheet is only about 10–20 μm, which is a discarded object on the macro level. However, it is obvious to damage and impact on stamping performance. Therefore, this paper takes zinc coating as the research object and builds its mechanical constitutive model based on a nano-indentation test and dimensional analysis theory. We separated the zinc coating from the galvanized steel substrate and constructed a sandwich material model by introducing a cohesive layer to connect the zinc coating and the steel substrate. We obtained the interface binding energy between the zinc coating and the steel substrate through the nano-scratch test. The accuracy of the model is verified by the finite element analysis of hemispherical parts. We used the five-layers element model with 0 thickness cohesive layer to simulate the zinc coating damage of galvanized steel sheet. The hemispherical part drawing experiment is used to verify the feasibility of the finite element analysis results. The results demonstrate that it is more accurate to consider the finite element numerical simulation of the zinc coating, introducing the cohesive element to simulate damage between the coating and the substrate. Drawing depth, stamping force, and the strain of the numerical simulation are closer to the experimental results.

Numerical Simulation of Stress and Deformation on Heat Transfer

2011 ◽  
Vol 422 ◽  
pp. 842-845
Author(s):  
Xue Ping Wang ◽  
Ying Zhang ◽  
Pan Li ◽  
Zhen Wei Zhang
Keyword(s):  
Heat Transfer ◽  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Heat Exchange ◽  
Structure Design ◽  
Stress And Strain ◽  
Element Analysis ◽  
The Finite Element Analysis ◽  
Stress And Deformation

This paper primarily simulates the heat exchange part’s stress and strain situation under the load of temperature and gravity and their coupling impact aiming at obtaining the stress and deformation distribution. The authors took advantage of the method of the finite element analysis to study the stress and strain situation. Through the analysis, each part of the transfer’s stress and strain can be calculated. The conclusion of this paper provides the basis for the further enhancement of the machine life and optimization of the structure design.

Numerical Simulation of Transient Finite Deformations of Thin Beams

1983 ◽  
Vol 50 (4a) ◽  
pp. 765-769
Author(s):  
J. J. A. Rodal ◽  
D. J. Steigmann ◽  
E. A. Witmer
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Finite Deformations ◽  
Viscoplastic Deformation ◽  
Element Analysis ◽  
The Finite Element Analysis ◽  
Solution Methods ◽  
Representative Problem ◽  
Thin Beams

The formulation of the problem of finite elastic-viscoplastic deformation of thin beams is described. The finite element analysis of a representative problem is presented and various solution methods are surveyed.

Development and Application of the Finite Element Analysis Program of the Stress-Based Forming Limit Criterion for Sheet Metal Forming

2007 ◽  
Vol 561-565 ◽  
pp. 1995-1998
Author(s):  
Ming He Chen ◽  
J.H. Li ◽  
Lin Gao ◽  
Dun Wen Zuo ◽  
Min Wang
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Sheet Metal ◽  
Sheet Metal Forming ◽  
Metal Forming ◽  
Forming Limit ◽  
Analysis Program ◽  
Element Analysis ◽  
The Finite Element Analysis

In order to solve the problem existed in the numerical simulation of sheet metal forming for its use the strain-based forming limit diagram as criterion, which has the flaw of dependence on the strain paths, this paper develops the finite element analysis program based on the stress forming limit criterion applicable to the blank plastic forming technique, which follows the stress-strain transformation relationship when the sheet metal is undergoing plastic deformation, chooses Hill’s quadratic normal anisotropic criterion as computational model and selects the commercial finite element code Dynaform as its development environment. Also it be analyzed the finite element numerical simulation results of two deep drawing parts by the developed program module and realizes the prediction of sheet metal forming limit adopting the FLSD as criterion. The stress-based forming limit criterion for the developed program provides a new means to analyze the forming limit for the multistage sheet metal forming.

The Effect of the Sheet Metal Postures on the Forming Thickness Based on the Finite Element Analysis

2021 ◽  
Vol 1018 ◽  
pp. 131-135
Author(s):  
Hu Zhu ◽  
Yang Wang ◽  
Dong Won Jung
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Comparative Analysis ◽  
Sheet Metal ◽  
Element Analysis ◽  
Thickness Uniformity ◽  
The Finite Element Analysis ◽  
Formed Part ◽  
Inclined Angle

In order to analysis the effect of the sheet metal postures on the forming thickness, the horizontal sheet posture, the multidirectional sheet postures with the inclined angle of , and the multidirectional sheet postures obtained after optimization were respectively used for comparative analysis through the numerical simulation against the same model. The result shows that the optimized multidirectional sheet metal postures can reduce the overall thickness difference of the formed part and realize the thickness uniformity.

Bolt Static Finite Element Numerical Simulation and Experimental Research

2014 ◽  
Vol 494-495 ◽  
pp. 373-376
Author(s):  
Zheng Yan Dong ◽  
Han Long Zhang
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Static Strength ◽  
Analysis Method ◽  
Element Analysis ◽  
Static Test ◽  
Finite Element Analysis Method ◽  
The Finite Element Analysis ◽  
Finite Element Numerical Simulation

This study investigated the wind turbine blade root bolt static strength using the full scale static test, selected the root bolts of 1/4 bridge strain gauge using the finite element analysis method and the dynamic and static strain instrument. The data of the stress loading combined tension and bending bolt were obtained.

Numerical Simulation of Single Metal Progressive Cavity Pump

2013 ◽  
Vol 655-657 ◽  
pp. 372-375
Author(s):  
Xian Jun Zhou ◽  
Zhao Sheng Feng
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
High Temperature ◽  
Distribution Characteristics ◽  
Motion Simulation ◽  
Analysis Software ◽  
Element Analysis ◽  
The Finite Element Analysis ◽  
Reasonable Range

The motion law of single metal progressive cavity pump was studied through motion simulation. Then, the finite element analysis software ANSYS was used to analyze the distribution characteristics and the influencing factors of the contact pressure. It was pointed out that the single metal progressive cavity pump has the ability to withstand high temperature and the differential pressure mainly influences the wear. At last the reasonable range of the clearance was given.

The Finite Element Analysis and Experimental Study of Fly Ash Embankment Reinforcement

2012 ◽  
Vol 188 ◽  
pp. 193-198
Author(s):  
Hu Mei Wang ◽  
Yang Wang ◽  
Lin Huang
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Experimental Study ◽  
Finite Element ◽  
Fly Ash ◽  
Model Experiment ◽  
Element Analysis ◽  
The Finite Element Analysis ◽  
Positive Effect

This paper presents the effect of two-directional reinforced with geogrid on the performance of embankment, and carries out model experiment and numerical simulation on fly ash embankment. Finally, the curve of relationship among the embankment deformation, the amount of reinforcement and reinforced position was obtained. In addition, the optimum geogrids-reinforced project was also disscussed. The disscussion has some positive effect on the design of reinforced embankment of fly ash.

The Finite Element Analysis of a New Type Reinforcement Form of Light Steel Ceiling

2014 ◽  
Vol 1065-1069 ◽  
pp. 1277-1280
Author(s):  
Zhuang Nan Zhang ◽  
Zhen Dong Tan ◽  
Guo Chang Li
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Finite Element Methods ◽  
Element Analysis ◽  
The Finite Element Analysis ◽  
New Type ◽  
Simulation Results

This paper puts a form of reinforcement with used finite element methods to carry on the numerical simulation of a new type reinforcement form of light steel ceiling. Compared with the ordinary ceiling, the new reinforcement form of light steel ceiling can greatly improve the capacity of the ceiling sideways resistance with the overall strong stiffness from the simulation results.

Localized Creep Property Estimated in the Welded Part of High-Cr Steel by an Indentation Test

2016 ◽  
Author(s):  
Masayuki Arai ◽  
Takahiro Ishikawa
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Creep Property ◽  
Indentation Test ◽  
Indentation Creep ◽  
Creep Parameter ◽  
Element Analysis ◽  
The Finite Element Analysis ◽  
Engineering Problems ◽  
Creep Loading

In this paper, the creep parameter involved in the constitutive equations for Norton’s law is identified for the base metal, heat affected zone (HAZ) and weld metal in the weldment of a high-Cr ferritic heat-resisting steel, which is a candidate material for the steam generating tube of the supercritical boiler, by conducting a high temperature indentation creep test. Important engineering problems, such as the welded plate and the tube subjected to a creep loading are analyzed using the estimated creep parameter by the finite element analysis.

Finite Element Analysis on Contact Surface Slip of Profiled Steel Sheet and Composite Slab

2012 ◽  
Vol 568 ◽  
pp. 256-259
Author(s):  
Li Liu ◽  
Fang Wang ◽  
Kai Wang
Keyword(s):  
Numerical Simulation ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Steel Sheet ◽  
Concrete Strength ◽  
Element Model ◽  
Element Analysis ◽  
Composite Slab ◽  
Calculation Results ◽  
Bonding Surface

In order to evaluate correctly the load-bearing performance of the prestressed profiled steel sheet composite slab，according to actual loading conditions, finite element model of the prestressed profiled steel sheet and concrete composite slab is established. Numerical simulation is made to the slip of the prestressed composite slab. The calculation results show that the slip of the prestressed composite slab at ultimate status will be gradually reduced with the improvement of the concrete strength. When increasing the prestress, the slip value at ultimate status will be less reduced and increasing the thickness of the concrete can reduce the slip value at ultimate status, the deformation of the prestressed composite slab will be increased by over 10% when considering the slip of the bonding surface.

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