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Fatigue behavior of unbonded prestressed reactive powder concrete beams after creep
Luo Xuguo
, Tan Zheng Long
, Y. Frank Chen
School of Science, Engineering & Technology (Harrisburg)
Research output
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Contribution to journal
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Article
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peer-review
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Dive into the research topics of 'Fatigue behavior of unbonded prestressed reactive powder concrete beams after creep'. Together they form a unique fingerprint.
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Engineering
Creep
100%
Fatigue Behavior
100%
Concrete Beam
100%
Reactive Power
75%
Steel Rebar
50%
Loading Cycle
50%
Good Agreement
25%
Mechanical Fatigue Test
25%
Test Result
25%
Fatigue Life
25%
Failure Mode
25%
Static Loading
25%
Measured Result
25%
Strength Degradation
25%
Fatigue Strength
25%
Fatigue Load
25%
Crack Width
25%
Residual Strain
25%
Simplified Analysis
25%
Modulus of Elasticity
25%
Span Deflection
25%
Keyphrases
Creep
100%
Fatigue Behavior
100%
Concrete Beams
100%
Static Load
50%
Loading Cycles
50%
Rebar
50%
Strength Degradation
25%
Deflection
25%
Strain-controlled Fatigue
25%
Fatigue Test
25%
Fatigue Life
25%
Failure Mode
25%
Residual Strain
25%
Fatigue Strength
25%
Fatigue Load
25%
Crack Width
25%
Fatigue Process
25%
Simplified Analysis
25%
Load to Failure
25%
Modulus Degradation
25%
Mid-span Deflection
25%