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Analysis of the temperature effect on concrete crosstie flexural behavior
Alvaro E. Canga Ruiz
, Yu Qian
,
J. Riley Edwards
, Marcus S. Dersch
Civil and Environmental Engineering
Research output
:
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Article
›
peer-review
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Keyphrases
Temperature Effect
100%
Temperature Gradient
100%
Flexural Behavior
100%
Concrete Crosstie
100%
Crossties
83%
Crosstie
83%
Rail Transit
50%
Support Conditions
33%
Ambient Temperature
16%
Linear Correlation
16%
Temperature Variation
16%
Linear Relationship
16%
Correction Factor
16%
Resilient
16%
Flexural Performance
16%
Pavement
16%
Concrete Structures
16%
Freight Railroads
16%
Heavy Rail
16%
Gradient Variation
16%
Field Instrumentation
16%
Railway Systems
16%
Concrete Component
16%
Commuter Rail
16%
Temperature Affect
16%
Railroad Crossties
16%
Negative Bending Moment
16%
Design Capacity
16%
Bending Moment Distribution
16%
Service Loading Conditions
16%
Light Rail
16%
University of Illinois at Urbana-Champaign
16%
Engineering
Flexural Behavior
100%
Thermal Gradient
100%
Temperature Gradient
100%
Support Condition
33%
Railway
33%
Loading Condition
16%
Linear Relationship
16%
Field Study
16%
Bending Moment
16%
Field Observation
16%
Concrete Component
16%
Bending Moment Distribution
16%
Pavement
16%