Nonlinear Analysis of Reinforced Concrete Beam-Columns with Bond-Slip
This paper presents a new model for nonlinear analysis of reinforced concrete beam-columns with bond-slip. The model is derived from a two-field mixed formulation with independent approximation of forces and displacements. The state determination algorithm for the implementation of the model in a general purpose nonlinear finite-element analysis program is presented and its stability characteristics are discussed. Both, bond-slip and pull-out effects, are represented in the model. The paper concludes with a correlation study to investigate the validity of the model. The study confirmed the accuracy of the model in representing global and particularly local parameters.
A. S. Ayoub, "Nonlinear Analysis of Reinforced Concrete Beam-Columns with Bond-Slip," Journal of Engineering Mechanics, American Society of Civil Engineers (ASCE), Jan 2006.
The definitive version is available at https://doi.org/10.1061/(ASCE)0733-9399(2006)132:11(1177)
Civil, Architectural and Environmental Engineering
Keywords and Phrases
Bond Stress; Columns, Concrete; Concrete -- Slip casting; Finite element method; Nonlinear analysis; Reinforced concrete
International Standard Serial Number (ISSN)
Article - Journal
© 2006 American Society of Civil Engineers (ASCE), All rights reserved.
01 Jan 2006