Analyse van het muntproces m.b.v. de eindige elementenmethode

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Analyse van het muntproces m.b.v. de eindige

elementenmethode

Citation for published version (APA):

Vromans, J. (1984). Analyse van het muntproces m.b.v. de eindige elementenmethode. (TH Eindhoven. Afd. Werktuigbouwkunde, Vakgroep Produktietechnologie : WPB; Vol. WPB0119). Technische Hogeschool Eindhoven.

Document status and date: Gepubliceerd: 01/01/1984

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ANALYSE VAN BET MUNTPROCES M.B. V. DE EINDIGE ELEMENTENMETHODE Auteur: J. Vromans WPB-Rapport nr. 0119 \IF G.;>oc Vi /.1)3 Verslag I1-opdracht sept. 184

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inear Analysis Requiring In rementation

Linear Analysis

LOA D

INC REM E N TAT

Proportional Increment ~uto Load Etc. Connectivity Coordinates

--

....

Boundary Conditions Mesh Display Etc. MODEL D E FIN I T ION _1--... 5 i zing PAR A MET E R Mesh Plot

Etc.

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o ~ ~L-______________ ~~ ____ __ CON T R 0 L Control Cards 1 . . __ ~Main Program and Machine Related Information

(23)

L0

-The next series of cards in this option is used for input of codes for selecting strains and stresses for plotting to be written to the post tape. The following code is used:

Code

1-6

7 8 9 10

11-16

17 18 19 20

21-26

27 29

31-36

37 38 39 40 41-46

47

48 Description

Components of strain. For rigid-perfectly plastic flow problems, components of strain rate.

Equivalent plastic strain (integral of equivalent plastic strain rate).

For rigid-perfectly plastic flow problems, equivalent plastic strain rate.

Equivalent creep strain (integral of equivalent creep strain rate).

Total temperature.

Increment of temperature. Components of stress. Equivalent Mises stress. Mean normal stress (tensile positive) for Mohr-Coulomb.

User selected variable based on stress and temperatures defined in PLOTV. See user subroutine section.

Thickness of element.

Components of the total plastic strain.

Total equivalent plastic strain.

Total value of second state variable. Physical components of total creep strain. Total equivalent creep strain.

Total swelling strain (from subroutine VSWELL) •

Total value of third state variable. Higher order contribution obtained from QUALIFY option.

Components of Cauchy stress. Equivalent Cauchy stress.

Strain energy; for elements with Mooney material only.

(24)

-J..o-DEF!

N nION

OF

\-lORK-IiARDEN

LNG

SLOPES

Work-hardening slopes must be input for uniaxial stress data as change in stress per unit

of plastic strain (see the diagram below):

---.---

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0.0

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~ersus

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a

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curve should not be included, and the first breakpoint of the work hardening slope should

(25)

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