On the numerical modelling of bond for the failure analysis of reinforced concrete

•Perfect bond and bond slip failure analyses of reinforced concrete with a crack-band model.•Perfect bond model produces mesh-dependent crack patterns.•Results for bond-slip model are mesh-independent.•The numerical results are in good agreement with experiments. The structural performance of reinfo...

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Vydané v:	Engineering fracture mechanics Ročník 189; s. 13 - 26
Hlavní autori:	Grassl, Peter, Johansson, Morgan, Leppänen, Joosef
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	New York Elsevier Ltd 15.02.2018 Elsevier BV
Predmet:	Bond Bond strength Concrete Constitutive models Damage-plasticity Deformation Drop tests Ductility Failure Failure analysis Fiber reinforced materials Finite element analysis Finite element method Mathematical models Nonlinear analysis Reinforced concrete Reinforcement Slip Stiffening Tension stiffening Reinforcement Concrete Bond Damage-plasticity Failure
ISSN:	0013-7944, 1873-7315
On-line prístup:	Získať plný text
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