Performance of joints in reinforced concrete slabs for two-way spanning action

Author:

Stehle John1,Kanellopoulos Antonios2,Karihaloo Bhushan Lal3

Affiliation:

1. Laing O'Rourke plc, Dartford, UK

2. School of Engineering, University of Cyprus, Nicosia, Cyprus

3. School of Engineering, Cardiff University, Cardiff, UK

Abstract

A series of tests on filigree slab joints was performed with the aim of assessing whether such joints can be reliably used in the construction of two-way spanning reinforced concrete slabs. The test results were compared with code requirements. Adequate joint performance is shown to be achievable when the joints are appropriately detailed. Further research is recommended for the formulation of a more generic understanding when the design parameters are varied from those studied in this work.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Reference4 articles.

1. Nonlinear optimal design model of a concrete reinforcement truss plank

2. Kanellopoulos A , Stehle J , Karihaloo BL . The Performance of Joints in Filigree Slabs to Achieve 2-way Spanning Action, 2007, Cardiff University and Laing O'Rourke plc, Internal technical report, 1–54.

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