Nonlinear Analysis of Reinforced Concrete Beam-Columns with Bond-Slip
Abstract
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.
Recommended Citation
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)
Department(s)
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)
0733-9399
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2006 American Society of Civil Engineers (ASCE), All rights reserved.
Publication Date
01 Jan 2006
