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Two-layer concrete bridge beams as composite elements
Iakov Iskhakov
,
Yuri Ribakov
Department of Civil Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
12
Scopus citations
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Keyphrases
Two-layer
100%
High Strength Concrete
100%
Composite Element
100%
Bridge Beam
100%
Concrete Bridges
100%
Normal Strength Concrete
75%
Two-layer Beam
50%
Compression Zone
50%
Concrete Layers
50%
Steel Fiber
50%
U-section
50%
Rectangular Section
50%
High Performance
25%
Concrete Strength
25%
Service Load
25%
Design Parameters
25%
Load Increase
25%
Load Capacity
25%
Bending Moment
25%
Proper Design
25%
Prestress
25%
Dynamic Load
25%
U-type
25%
Economical Advantage
25%
Long-span Bridge
25%
Long Span Beam
25%
Depth Layers
25%
High Ductility
25%
RC Beam
25%
Tension Zone
25%
Serviceability Limit State
25%
Beam Compression
25%
Large Bending
25%
Steel Fiber-reinforced High-strength Concrete
25%
Longitudinal Direction
25%
Engineering
Strength Concrete
100%
Concrete Bridges
100%
Steel Fiber
37%
Beam Section
25%
Compression Zone
25%
Span Beam
25%
Rectangular Section
25%
Service Load
12%
Design Parameter
12%
Dynamic Loads
12%
Concrete Strength
12%
Bending Moment
12%
Limit State
12%
Proper Design
12%
Layer Depth
12%
Longitudinal Direction
12%
Serviceability
12%