Title

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.

Department(s)

Civil, Architectural and Environmental Engineering

Keywords and Phrases

Bond Stress

Library of Congress Subject Headings

Columns, Concrete
Concrete -- Slip casting
Finite element method
Nonlinear analysis
Reinforced concrete

Document Type

Article - Journal

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 2006 American Society of Civil Engineers (ASCE), All rights reserved.


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