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Closed-form solution for curling responses in rigid pavements
Jaime Hernandez,
Imad L. Al-Qadi
Civil and Environmental Engineering
Grainger College of Engineering
Center for South Asian and Middle Eastern Studies
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Keyphrases
Rigid Pavement
100%
Curling Stress
100%
Linear Elastic
66%
Concrete Pavement
66%
Slab Edge
66%
Finite Element Method
33%
Material Properties
33%
Deflection
33%
Elastic Spring
33%
Closed-form Expression
33%
Large Deflection
33%
Slab Thickness
33%
Linear Temperature Gradient
33%
Adjustment Factor
33%
Westergaard
33%
Winkler Foundation
33%
Slab Width
33%
Slab Material
33%
Foundation Material
33%
Plate Theory
33%
Rotational Restraint
33%
Partially Restrained
33%
Translational Restraint
33%
Semi-rigid Connection
33%
Joint Condition
33%
Partial Restraint
33%
Elastic Concrete
33%
Engineering
Concrete Pavements
100%
Rotational
100%
Closed Form Solution
100%
Rigid Pavement
100%
Finite Element Method
50%
Temperature Gradient
50%
Joints (Structural Components)
50%
Closed Form Expression
50%
Slab Thickness
50%
Linear Temperature
50%
Adjustment Factor
50%
Plate Theory
50%