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Rheological concrete creep prediction model for prestressed concrete bridges constructed by the free cantilever method
Young Soo Yoon
*
, Seul Kee Lee
, Man Seop Lee
, Jae Ki Kim
, Ki Yeon Kwon
*
Corresponding author for this work
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peer-review
4
Citations (Scopus)
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Keyphrases
Design Codes
100%
Rheological Model
100%
Prestressed Concrete Bridge
100%
Concrete Creep
100%
Creep Prediction Model
100%
Free Cantilever Method
100%
Prediction Model
50%
Model Code
50%
Time Dependency
50%
Design Specification
50%
Specific Parameters
50%
Actual Test
50%
Long-term Creep
50%
Creep Phenomena
50%
Short-term Creep
50%
Deformation Time
50%
Microprestress
50%
Elastic Deformation
50%
Six Parameters
50%
Sustained Stress
50%
Engineering
Creep
100%
Prestressed Concrete Bridge
100%
Design Code
66%
Test Data
33%
Numerical Approach
33%
Design Specification
33%
Creep Phenomenon
33%
Elastic Deformation
33%