scholarly journals Calculation of stress distrutions in powder bed by the incremental finite element method and verification by experiment (plane strain feild).

1990 ◽  
Vol 16 (5) ◽  
pp. 969-976 ◽  
Author(s):  
Shinichi Yuu ◽  
Eiichi Karube ◽  
Takeharu Furusawa ◽  
Toshihiko Umekage
1971 ◽  
Vol 93 (2) ◽  
pp. 445-454 ◽  
Author(s):  
C. H. Lee ◽  
Shiro Kobayashi

Detailed studies of the deformation characteristics in axisymmetric upsetting and plane-strain side-pressing were attempted by the finite element method. Solutions were obtained up to a 33 percent reduction in height in axisymmetric upsetting and up to a 19 percent reduction in height in side-pressing, under conditions of complete sticking at the tool-workpiece interface. Load-displacement curves, plastic zone development, and strain and stress distributions were presented, and some of the computed solutions were compared with those found experimentally.


2013 ◽  
Vol 717 ◽  
pp. 290-294
Author(s):  
Teng Ai

This paper analyzes the deformation rule of the new and old roadbed when the new road splicing the old road directly by elastic-plastic plane strain finite element method (FEM).It also analyzes the influence factors of the new and old road foundation settlement by calculating, including the width and height of the embankment, the thickness and deformation module of the groundwork, and widen way.


2016 ◽  
Vol 61 (3) ◽  
pp. 1587-1592 ◽  
Author(s):  
A. Neimitz ◽  
U. Janus

Abstract An analysis is presented of the stress field in and around inclusions of various shapes. Results were obtained by the finite element method. Inclusions were located within elementary cells located at the centre of the specimen next to the crack front. The influence of an in-plane constraint on the stress distribution was tested.


2009 ◽  
Vol 15 (7) ◽  
pp. 1097-1110 ◽  
Author(s):  
Raja R. Katta ◽  
Emerson Escobar Nunez ◽  
Andreas A. Polycarpou ◽  
Sung-Chang Lee

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