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Long-term behaviour of composite slabs prestressed with unbonded tendons
Mikko Malaska, Matti Pajari
VTT Technical Research Centre of Finland
Ecole Polytechnique Fédérale de Lausanne (EPFL)
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Keyphrases
Prestress
100%
Long-time Behavior
100%
Composite Slab
100%
Unbonded Tendons
100%
Creep
50%
Serviceability Limit State
50%
Switzerland
50%
Mechanical Modeling
50%
Finite Element Program
50%
Post-tensioning
50%
Ecole Polytechnique
50%
Prestressing Steel
50%
Steel-concrete Composite Slab
50%
Lausanne
50%
INIS
slabs
100%
tendons
100%
steels
50%
relaxation
25%
modeling
25%
finite element method
25%
shrinkage
25%
creep
25%
switzerland
25%
Engineering
Term Behavior
100%
Serviceability
50%
Limit State
50%
Special Attention
50%
Creep
50%
Finite Element Analysis
50%
Prestressing
50%