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Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration
by
Kamiński, M.
, Kmiecik, P.
in
Civil Engineering
/ Composite structures
/ Concrete properties
/ Concrete structures
/ Degradation
/ Engineering
/ Finite element method
/ Mathematical models
/ Mechanical Engineering
/ Parameters
/ Plastic properties
/ Reinforced concrete
/ Reinforcing steels
/ Structural Materials
2011
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Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration
by
Kamiński, M.
, Kmiecik, P.
in
Civil Engineering
/ Composite structures
/ Concrete properties
/ Concrete structures
/ Degradation
/ Engineering
/ Finite element method
/ Mathematical models
/ Mechanical Engineering
/ Parameters
/ Plastic properties
/ Reinforced concrete
/ Reinforcing steels
/ Structural Materials
2011
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While trying to remove the title from your shelf something went wrong :( Kindly try again later!
Do you wish to request the book?
Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration
by
Kamiński, M.
, Kmiecik, P.
in
Civil Engineering
/ Composite structures
/ Concrete properties
/ Concrete structures
/ Degradation
/ Engineering
/ Finite element method
/ Mathematical models
/ Mechanical Engineering
/ Parameters
/ Plastic properties
/ Reinforced concrete
/ Reinforcing steels
/ Structural Materials
2011
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Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration
Journal Article
Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration
2011
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Overview
Because of the properties of the material (concrete), computer simulations in the field of reinforced concrete structures are pose a challenge. As opposed to steel, concrete when subjected to compression exhibits nonlinearity right from the start. Moreover, it much quicker undergoes degradation under tension. All this poses difficulties for numerical analyses. Parameters needed to correctly model concrete under compound stress are described in this paper. The parameters are illustrated using the Concrete Damaged Plasticity model included in the ABAQUS software.
Publisher
Springer London,Springer Nature B.V
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