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Model of circular reinforced concrete members subjected to axial load
R. Eid
,
A. N. Dancygier
Civil and Environmental Engineering
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Keyphrases
Reinforced Concrete Members
100%
Axial Load
100%
Cylinder Radius
100%
Transverse Reinforcement
100%
Uniformly Distributed
50%
Shear Stress
50%
Computer Program
50%
Fully Confined
50%
Radial Stress
50%
Concrete Materials
50%
Tangential Stress
50%
Elasticity Solution
50%
Cylinder Surface
50%
Worked Examples
50%
Circular Columns
50%
Confined Concrete Column
50%
Plastic Range
50%
Reinforced Concrete Column
50%
Steel Ties
50%
Confined Cylinder
50%
Elastic-perfectly Plastic
50%
Equivalency
50%
RC Members
50%
Plasticity Model
50%
Elastic Analysis
50%
Confined Concrete
50%
Concrete Plasticity
50%
Uniaxial Stress-strain Relationship
50%
Stiffening Ring
50%
Transverse Steel
50%
Concrete-filled Tube
50%
Engineering
Axial Load
100%
Confined Concrete
100%
Concrete Member
100%
Reinforced Concrete
100%
Test Result
50%
Good Agreement
50%
Concrete (Composite Building Material)
50%
Tangential Stress
50%
Cylinder Surface
50%
Radial Stress
50%
Strain Relationship
50%
Plastic Range
50%
Elastic Analysis
50%
Elastic Solution
50%
Circular Column
50%
Plasticity Model
50%
Boundary Condition
50%