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Evaluation of new spiral shear reinforcement pattern for reinforced concrete joints subjected to cyclic loading

Azimi, M. and Bagherpourhamedani, A. and Md. Tahir, M. and Sam, A. R. B. M. and Ma, C. K. (2016) Evaluation of new spiral shear reinforcement pattern for reinforced concrete joints subjected to cyclic loading. Advances in Structural Engineering, 19 (5). pp. 730-745. ISSN 1369-4332

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Abstract

Using continuous spiral reinforcements can greatly improve the seismic performance of reinforced concrete columns, in terms of ductility and energy dissipation capacity. The simultaneous incorporation of this method in beams and columns might influence the behaviour of beam-column connections as wide spectrums of brittle failure were observed in this region. A new proposed beam-column connection introduced as 'twisted opposing rectangular spiral' was investigated in this research in both experimental and numerical manners along with comparing its seismic performance with both normal rectangular spiral and conventional shear reinforcement systems. The design of three full-scale beam-column connections was performed according to Eurocode (EC8-04) for high ductility classes, and the quasi-static cyclic loading recommended by American Concrete Institute Building Code (ACI 318-08) was hired to conduct the seismic tests. Finally, the experimental results were validated by numerical results obtained from the finite element analysis of the three specimens. The results revealed improved ultimate lateral resistant, energy dissipation capacity and ductility for the new proposed connection.

Item Type:Article
Uncontrolled Keywords:Beams and girders, Building codes, Concrete beams and girders, Concretes, Connectors (structural), Cyclic loads, Ductility, Energy dissipation, Finite element method, Reinforced concrete, Seismic design, Seismic waves, Seismology, American Concrete Institute, Beam - column connection, Ductility and energy dissipation capacities, Ductility class, Energy dissipation capacities, Quasi-static cyclic loadings, Reinforced concrete column, Spiral reinforcements, Concrete reinforcements
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:72571
Deposited By: Haliza Zainal
Deposited On:27 Nov 2017 01:20
Last Modified:27 Nov 2017 01:20

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