Dynamic Response Analysis of Airport Asphalt Pavement Subjected to High-Temperature Jet Wake Based on Finite Element Simulation

2020 ◽  
Vol 48 (3) ◽  
pp. 20190650
Author(s):  
Zejiao Dong ◽  
Tongxu Wang ◽  
Xianyong Ma ◽  
Cheng Cao ◽  
Fandong Kong ◽  
...  
Keyword(s):  
Finite Element ◽  
High Temperature ◽  
Dynamic Response ◽  
Finite Element Simulation ◽  
Asphalt Pavement ◽  
Response Analysis ◽  
Dynamic Response Analysis ◽  
Element Simulation

Finite-Element Simulation of Instrumented Asphalt Pavement Response under Moving Vehicular Load

2020 ◽  
Vol 20 (3) ◽  
pp. 04020006
Author(s):  
Ogoubi Cyriaque Assogba ◽  
Zhiqi Sun ◽  
Yiqiu Tan ◽  
Lushinga Nonde ◽  
Zheng Bin
Keyword(s):  
Finite Element ◽  
Finite Element Simulation ◽  
Asphalt Pavement ◽  
Element Simulation ◽  
Pavement Response

Physical Simulation of Cutting Process and Optimization of Cutting Parameters

2012 ◽  
Vol 522 ◽  
pp. 210-216
Author(s):  
Tian Biao Yu ◽  
Xue Wei Zhang ◽  
Jia Ying Pei ◽  
Wan Shan Wang
Keyword(s):  
Finite Element ◽  
High Temperature ◽  
Cutting Force ◽  
Finite Element Simulation ◽  
Physical Simulation ◽  
Cutting Parameters ◽  
Cutting Process ◽  
Finite Element Software ◽  
Element Simulation ◽  
Optimization Of Cutting Parameters

Based on metal cutting theory and the key technology of finite element simulation, this paper uses finite element software Deform to establish three-dimensional finite element simulation model and simulate cutting process. This paper uses the work piece material is IN718 high temperature alloys packaged in Deform, and analyzes the processing characteristics of high temperature, choosing the right tools and cutting dosages to simulate. Through the simulation we can get scraps forming process, the surface stress, strain, temperature and cutting force distribution of the workpiece and the tool. We can also get the change rule of cutting force and cutting temperature under the different cutting parameters. The simulation results provide the theoretical basis for the optimization of cutting parameter selection in production practice.

Dynamic Response Analysis of Tandem Rolling Mill in Rolling Process

2018 ◽  
Vol 764 ◽  
pp. 391-398
Author(s):  
Xing Han ◽  
Lian Jin Li
Keyword(s):  
Finite Element ◽  
Dynamic Response ◽  
Rolling Mill ◽  
Rolling Force ◽  
Rolling Process ◽  
Steel Pipe ◽  
Response Analysis ◽  
Dynamic Response Analysis ◽  
Finite Element Software ◽  
Seamless Steel

Due to the influence of rolling force fluctuations, tube size changes and material uniformity and other factors, vibration and other phenomenon inevitably occur in the rolling process of tandem rolling mill. This vibration has a great impact on the dynamic stability of the mill and rolling reduction, and will significantly reduce the dimensional accuracy and surface quality of seamless steel pipe. In this paper, the non-linear finite element software ABAQUS is used to simulate the rolling process of seamless steel pipe. First, rolling force of the first frame with the maximum rolling force of PQF rolling mill is calculated. The reliability of rolling force calculated by the finite element method is verified by the test experiment. The dynamic response analysis of the roll is carried out to obtain the dynamic response curve of the roll in the rolling state and to provide technical support for the rolling schedule with the calculated rolling force being the load.

Overestimation Analysis of Interval Finite Element for Structural Dynamic Response

2019 ◽  
Vol 11 (04) ◽  
pp. 1950035
Author(s):  
Tuanjie Li ◽  
Hangjia Dong ◽  
Xi Zhao ◽  
Yaqiong Tang
Keyword(s):  
Finite Element ◽  
Dynamic Response ◽  
Structural Parameters ◽  
Upper And Lower Bounds ◽  
Response Analysis ◽  
Uncertain Parameters ◽  
Engineering Structures ◽  
Structural Dynamic ◽  
Dynamic Response Analysis ◽  
Interval Parameters

Dynamic response analysis plays an important role for the structural design. For engineering structures, there exist model inaccuracies and structural parameters uncertainties. Consequently, it is necessary to express these uncertain parameters as interval variables and introduce the interval finite element method (IFEM), in which the elements in stiffness matrix, mass matrix and damping matrix are all the function of interval parameters. The dependence of interval parameters leads to overestimation of dynamic response analysis. In order to reduce the overestimation of IFEM, the element-based subinterval perturbation for static analysis is applied to dynamic response analysis. According to the interval range, the interval parameters are divided into different subintervals. With permutation and combination of each subinterval, the upper and lower bounds of displacement response are obtained. Because of the large number of degrees of freedom and uncertain parameters, the Laplace transform is used to evaluate the dynamic response for avoiding to frequently solve the interval finite element linear equations. The numerical examples illustrate the validity and feasibility of the proposed method.

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