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An embedded crack model for failure analysis of concrete solids
ID
Dujc, Jaka
(
Author
),
ID
Brank, Boštjan
(
Author
),
ID
Ibrahimbegović, Adnan
(
Author
),
ID
Brancherie, Delphine
(
Author
)
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MD5: 823C4CDE7F8EEE14501B62C87BCDA3DE
PID:
20.500.12556/rul/59d87f87-2db4-4b72-a019-f5665a516823
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Abstract
We present a quadrilateral finite element with an embedded crack that can be used to model tensile fracture in two-dimensional concrete solids and the crack growth. The element has kinematics that can represent linear jumps in both normal and tangential displacements along the crack line. The cohesive law in the crack is based on rigid-plasticity with soft-ening. The required material data for the concrete failure analysis are the constants of isotropic elasticity and the mode I softening curve. The results of two well known tests are presented in order to illustrate very satisfying performance of the presented approach to simulate failure of concrete solids.
Language:
English
Keywords:
embedded crack
,
plain concrete
,
finite elements
,
dicontinuities
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publisher:
Computers and Concrete
Year:
2010
Number of pages:
Str. 331-346
Numbering:
Letn. 7, št. 4
PID:
20.500.12556/RUL-32202
UDC:
519.61:624.074.4:624.04
ISSN on article:
1598-8198
COBISS.SI-ID:
5126497
Publication date in RUL:
10.07.2015
Views:
3241
Downloads:
1004
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Record is a part of a journal
Title:
Computers and Concrete
Shortened title:
Comput. Concr. Int. J.
Publisher:
Techno-Press
ISSN:
1598-8198
COBISS.SI-ID:
2339425
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