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A numerical model for reinforced concrete structures
T. Rabczuk, J. Akkermann, J. Eibl
Research output
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Contribution to journal
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Article
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peer-review
143
Citations (Scopus)
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Keyphrases
Numerical Model
100%
Failure Mechanism
100%
Reinforced Concrete Structures
100%
Numerical Results
50%
Crack Band Model
50%
Pull-out Failure
50%
Isotropic Damage
50%
Concrete Materials
50%
Biaxial Stress State
50%
Constitutive Relation
50%
Prestressed Concrete Beam
50%
Bond Model
50%
Static Loading Condition
50%
Fictitious Crack
50%
Damage Constitutive
50%
Two-dimensional Approach
50%
Splitting Failure
50%
Engineering
Numerical Model
100%
Failure Mechanism
100%
Reinforced Concrete Structure
100%
Good Agreement
50%
Two Dimensional
50%
Concrete Beam
50%
Band Model
50%
Stress State
50%
Isotropic Damage
50%
Prestressed Concrete
50%
Concrete (Composite Building Material)
50%
Biaxial Stress
50%
Constitutive Relation
50%
Static Loading Condition
50%
Material Science
Reinforced Concrete
100%
Concrete (Composite Building Material)
50%
Static Loading
50%
Prestressed Concrete
50%