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Strength and ductility of HPS-100W I-girders in negative flexure
R. Sause,
L. A. Fahnestock
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Keyphrases
Ductility
100%
Flexure
100%
I-girder
100%
High-performance Steel
100%
AASHTO LRFD
42%
Ordinary Steel
28%
Steel I-girder
28%
Design Procedure
14%
Yield Stress
14%
Bridge Design
14%
Flexural Strength
14%
High Strength Steel
14%
Design Specification
14%
Current Limiting
14%
Flexural Ductility
14%
Highway Bridge
14%
Span Bridges
14%
Continuous Span
14%
Nominal Flexural Strength
14%
Plastic Moment
14%
Inelastic Design
14%
Yield Moment
14%
Three-point Loading
14%
Engineering
Flexure
100%
Beams and Girders
100%
High-Performance Steel
100%
Bending Strength
22%
Design Procedure
11%
Test Result
11%
Design Specification
11%
Bridge Design
11%
Highway Bridges
11%
Loading Point
11%
Plastic Moment
11%
Yield Point
11%
High Strength Steel
11%