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Quadrilateral Finite Element with Embedded Strong Discontinuity for Failure Analysis of Solids
ID
Dujc, Jaka
(
Author
),
ID
Brank, Boštjan
(
Author
),
ID
Ibrahimbegović, Adnan
(
Author
)
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MD5: B2DF4A5BEA2BFA669283DF036CB05988
PID:
20.500.12556/rul/ce6ee7a5-4839-401a-a347-ab7f2dc846af
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Abstract
We present a quadrilateral finite element with discontinuous displacement fields that can be used to model material failure in 2d brittle and ductile solids. The element provides mesh-objective results. The element's kinematics can represent linear displacement jumps along the discontinuity line in both normal and tangential directions to the line. The cohesive law in the discontinuity line is based on rigid-plasticity model with softening. The material of the bulk of the element is described by hardening plasticity model. Static condensation of the jump-in-displacements kinematic parameters is made, which provides standard form of the element stiffness matrix. However, in order to make the discontinuity growth algorithm more robust, the continuity of the failure line between the elements is enforced. Several numerical tests show that the element can describe constant and linear separation modes without spurious transfer of the stresses. Other numerical examples represent failure of pure concrete, composite and metal 2d solids.
Language:
English
Keywords:
civil engineering
,
embedded discontinuity
,
material failure
,
softening
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publisher:
Techno Press
Year:
2010
Number of pages:
Str. 223-260
Numbering:
Letn. 69, št. 3
PID:
20.500.12556/RUL-32206
UDC:
624.07
ISSN on article:
1526-1492
DOI:
10.3970/cmes.2010.069.223
COBISS.SI-ID:
5301345
Publication date in RUL:
10.07.2015
Views:
3156
Downloads:
599
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Record is a part of a journal
Title:
Computer modeling in engineering & sciences
Shortened title:
Comput. model. eng. sci.
Publisher:
Tech Science Press
ISSN:
1526-1492
COBISS.SI-ID:
1931361
Secondary language
Language:
English
Keywords:
gradbene konstrukcije
,
vgrajena neveznost
,
porušitev materiala
,
mehčanje
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