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modeling RC members with significant reinforcing bar buckling. Reinforcing bars susceptible to buckling are modeled explicitly with a uniaxial material model proposed by Kim and Koutromanos accounting for inelastic buckling and fracture [9]. Moreover, the model considers strain penetration effects

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Modeling Bond of Steel Reinforcing Bars; Modeling Strain Penetration Effects in Fiber-based Analysis of Reinforced Concrete Structures: Post-doc research at Iowa State University under the supervision of Dr. Sritharan. Local Bond-Slip Behavior of Deformed Steel Bars with Inelastic Deformation by Ningning Wang.


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