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Development length of glass fiber-reinforced polymer bars in concrete
Brad W. Wambeke, Carol K. Shield
Research output
:
Contribution to journal
›
Article
›
peer-review
136
Scopus citations
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Dive into the research topics of 'Development length of glass fiber-reinforced polymer bars in concrete'. Together they form a unique fingerprint.
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Keyphrases
Development Length
100%
Glass Fiber Reinforced Polymer Bar
100%
Reinforcing Bar
66%
Glass Fiber Reinforced Polymer
66%
Failure Mode
33%
Proposed Equation
33%
Design Guidelines
16%
Corrosion
16%
Pullout
16%
Design Recommendations
16%
Tensile Strength
16%
One-based
16%
Bond Performance
16%
Transverse Reinforcement
16%
Concrete Compressive Strength
16%
GFRP Bars
16%
Bar Diameter
16%
Bond Test
16%
Steel Reinforcing Bars
16%
Splitting Mode
16%
Engineering
Fiber-Reinforced Polymer
100%
Development Length
100%
Steel Rebar
83%
Collected Data
16%
Design Guideline
16%
Test Data
16%
Concrete Compressive Strength
16%
Bar Diameter
16%
Performance Bond
16%
Strength Concrete
16%
Ultimate Tensile Strength
16%
Reinforced Plastic
16%