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Innovative 3D joints for robust and economic hybrid tubular construction

Sector: Steel • Location: Portugal, Spain, Netherlands, Italy, France

Source: EU Funding & Tenders Portal

Project
Ended

The main goal of INNO3DJOINTS is to develop innovative plug-and-play joints for hybrid tubular construction, whereby tubular columns are combined with cold-formed lightweight steel profiles to provide a highly efficient structural system. For this, the following objectives will be fulfilled: -Development of a design procedure in the framework of the component method for innovative plug-and-play jo

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The project “Innovative 3D joints for robust and economic hybrid tubular construction” is an infrastructure initiative in the Steel sector, located in Portugal, Spain, Netherlands, Italy, France. Taiyo aggregates data on it from EU Funding & Tenders Portal.

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Description

Description

The main goal of INNO3DJOINTS is to develop innovative plug-and-play joints for hybrid tubular construction, whereby tubular columns are combined with cold-formed lightweight steel profiles to provide a highly efficient structural system. For this, the following objectives will be fulfilled: -Development of a design procedure in the framework of the component method for innovative plug-and-play joints. This is currently not addressed in the structural eurocode and consistency with the component method will always be kept. This is accomplished by carrying out extensive experimental and numerical studies. These are carried out both at the joint level and at the component level; -Codifying the design procedures for cold-formed connections (EC3-1-3) in a completely consistent format with the component method and EC3-1-8 – which is also currently not achieved; -Characterization of particular aspects of joints involving cold-formed tubular sections. Influences of manufacturing procedures in the behavior of the profile. Influences of the corner welded region on the welding of the plug-and-play connection; -Implementation of a general procedure for tackling the 3D behaviour of these particular steel joints, essential to deal with robustness issues. A generalized finite element that includes all studied components of the design model for joints with 3D behaviour is developed and further implemented in a software tool – firstly for analysis of the connection itself and secondly for the overall structural building analysis. Although this aspect may be further extendable to other types of cross sections and fabrication procedures, in this project focus is only given to the hybrid connections; Finally, the project demonstrates the suitability of the hybrid system including the innovative joints for low to medium-rise buildings under normal and accidental actions (fire and seismic) through representative case studies, using the developed methodologies.

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