Simplified Model for Strengthening Design of Beam–Column Internal Joints in Reinforced Concrete Frames

Polymers

Antonio Bossio²  Francesco Fabbrocino¹  Gian Piero Lignola²  Andrea Prota²  Gaetano Manfredi²  Alper Ilki³ 

[1] Department of Engineering, Telematic University Pegaso, Piazza Trieste e Trento, 48, 80132 Napoli, Italy; E-Mail:;Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio, 21, 80125 Napoli, Italy; E-Mails:Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio, 21, 80125 Napoli, Italy;

关键词: beam-column joints;    analytical modeling;    capacity;    failure mode;    FRP;    reinforced concrete;   

DOI  :  10.3390/polym7091479

来源: mdpi

【 摘 要 】

The beam-column joints are very restricted areas in which the internal forces, generated by boundary elements, act on the concrete core and reinforcing bars with a very high gradient. They are the link between horizontal and vertical structural elements, and therefore, they are directly involved in the transfer of seismic forces. Thus, they are crucial to study the seismic behavior of reinforced concrete (RC) structures. To fully understand the seismic performances and failure modes of beam-column joints in RC buildings, a simplified analytical model of joint behavior is proposed and theoretical simulations are performed. The aim of the model, focusing on internal perimetric joints, is to identify the strength hierarchy in terms of capacity for different failure modes (namely failure of cracked joint, bond failure of passing through bars, flexural/shear failures of columns or beams). It could represent a tool for the designers of new joints to quantify the performance of new structures, but also as a tool for the designers of external strengthening of existing joints in order to calculate the benefits of the retrofit and pushing the initial failure to a more desirable failure mode. Further, some experimental results of tests available in the scientific literature are reported, analyzed and compared.

【 授权许可】

CC BY   
© 2015 by the authors; licensee MDPI, Basel, Switzerland.