scholarly journals A Finite Element Modeling Prediction in High Precision Milling Process of Aluminum 6082-T6

2018 ◽  
Vol 1 (4) ◽  
pp. 236-247 ◽  
Author(s):  
A. Davoudinejad ◽  
S. Doagou-Rad ◽  
G. Tosello
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
High Precision ◽  
Milling Process ◽  
Element Modeling ◽  
Modeling Prediction

An Experimental and Modeling Study on Meso/Micro End Milling Process

2006 ◽  
Author(s):  
Atul Dhanorker ◽  
Tugˇrul O¨zel
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
End Milling ◽  
Milling Process ◽  
Element Modeling ◽  
Temperature Distributions ◽  
Tool Edge ◽  
Micro End Milling ◽  
Al 2024 ◽  
End Milling Process

In this paper, mechanistic and finite element modeling of meso/micro end milling process with predictions of forces, stresses and temperature distributions in the presence of tool edge ploughing are presented. The finite element modeling of micro end milling without considering tool-workpiece dynamics interaction is introduced to study the effects of cutting conditions on the workpiece deformations in meso/micro end milling. Model is tested and validated for temperature and force predictions in meso/micro end milling of AL 2024-T6 aluminum.

Experimental Test and Non-Linear Finite Element Modeling Prediction on Profiled Steel Sheeting Dry Board (PSSDB) with Geopolymer Concrete Infill

2016 ◽  
Vol 673 ◽  
pp. 75-81
Author(s):  
Mohd Isa Jaffar ◽  
Wan Hamidon Wan Badaruzzaman ◽  
Mohd Mustafa Al Bakri Abdullah ◽  
Sharizan Baharom
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
Ultimate Load ◽  
Bending Test ◽  
Geopolymer Concrete ◽  
Behavior Prediction ◽  
System Behavior ◽  
Element Modeling ◽  
Theoretical System ◽  
Modeling Prediction

Profiled steel sheeting dry board (PSSDB) system is made of profiled steel sheeting that is connected to the dry board using a self-drilling, self-tapping screw. This study aims to predicts the load-deflection behavior of PSSDB panel system under the influence of geopolymer concrete infill with finite element modeling. To achieve the target objective, the laboratory testing approach and a theoretical system behavior prediction are considered. Through a bending test, the stiffness of PSSDB full board with geopolymer concrete infill (FBGPC) panel is 27.42 kNm2 and the ultimate load is 13.13 kN/m2. The developed finite-element modeling (FEM) successfully predicts the behavior of PSSDB with geopolymer concrete infill panel with >85% accuracy.

Exact First Order Finite Element Modeling for Eddy Current NDE

1991 ◽  
Vol 3 (1) ◽  
pp. 235-253 ◽  
Author(s):  
L. D. Philipp ◽  
Q. H. Nguyen ◽  
D. D. Derkacht ◽  
D. J. Lynch ◽  
A. Mahmood
Keyword(s):  
Finite Element ◽  
Finite Element Modeling ◽  
Eddy Current ◽  
Element Modeling ◽  
First Order ◽  
Eddy Current Nde
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