Experimental Analysis of Column To Column Connections for Precast Concrete Truss: fib Symposium 2016. Performance-based approaches for concrete structures

Sueli Souza, Válter Lúcio, Carlos Chastre, Luiz Souza, David Martins

Research output: Other contribution

Abstract

The wind energy production is a growing industry and the energy produced is renewable and environmentally cleaner than most of the other systems. The towers to support the wind energy generators may be built with precast concrete elements that are competitive in comparison to other structural systems. The evolution of the technology for wind energy production shows a clear need for larger wind turbines and longer blades and, consequently, taller towers, where precast concrete solutions are competitive. Truss precast concrete towers is a solution that complies with the demands of the present and future wind energy production. The research on the execution and structural behaviour of the connections between the tower elements is an important issue. This communication presents the experimental analysis of column to column connections for precast concrete towers. The tests included connections with commercial threaded bars welded to the rebars and connections with grouted corrugated steel sleeves. Thick joints (50 mm) filled with fibre reinforced grout and thin joints (3 mm) filled with epoxy resin were tested and analysed.
Original languageEnglish
Number of pages10
Place of PublicationCape Town, South Africa
Publication statusPublished - 2016

Keywords

  • Precast concrete structures, structural connections, concrete towers

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