MACS+
Membrane Action In fire design of Composite Slab with solid and cellular steel beams – Valorisation
International project:
Acronym: MACS+
Programme: European Commission Research Fund for Coal and Steel
Contract No.: RFS2-CT-2011-00025
Project implementation period of time: 01.07.2011 – 31.12.2012
Total value of the project: EUR 1 018 709, incl. max EU contribution EUR 611 226
ITB’s budget: EUR 27 551, incl. max EU contribution EUR 16 531
Coordinator on behalf of ITB: Grzegorz Woźniak, PhD
Leader/Coordinating organisation: ARCELOR MITTAL BELVAL&DIFFERDANGE SA, Luxembourg
Participants:
CENTRE TECHNIQUE INDUSTRIEL DE LA CONSTRUCTION METALLIQUE“CTICM”, France
BOUWEN MET STAAL, Holland
BAUFORUMSTAHL EV – BFS, Germany
FUNDATION TECNALIA RESEARCH&INNOVATION, Spain
TALLINNA TEHNIKAULIKOOL – TECHNICAL UNIVERSITY OF TALLINN, Estonia
CESKE VYSOKE UCENI TECHNIKE V PRAZE, Czech Republic
STRUCTURA ENGINEERING, Italy
UNIVERSIDADE DE AVEIRO, Portugal
ASD WESTOK LIMITED, United Kingdom
UNIVERSITY OF ULSTER, United Kingdom
STALBYGGNADSINSTITUTET STIFTELSER, Sweden
MISKOLCI EGYETEM – UNIVERSITY OF MISKOLC, Hungary
UNIVERSITATEA POLITEHNICA DIN TIMISOARA, Romania
VILNIAUS GEDIMINO TECHNIKOS UNIVERSITETAS – VILNIU GEDIMINAS TECHNICAL UNIVERSITY, VGTU, Lithuania
EDIKOS LOGARISMOS KONDYLION EREVN A ARISTOTELEIO PANEPISTIMIOMIO THESSALONIKIS – ARISTOLE UNIVERSITY OF THESSALONIKI, Greece
UNIVERZA V LJUBLJANI, Slovenia
UNIVERSITETE DE LIEGE, Belgium
INSTYTUT TECHNIKI BUDOWLANEJ, Poland
Short description:
The main goal of the project was to disseminate knowledge regarding the design methodology for partially protected steel-concrete composite ceilings due to fire conditions. Particular attention was paid to connections in this type of structures and the possibility of using openwork beams as the basic load-bearing elements of ceiling structures.
The basis of the project were fire tests of this type of structures carried out in recent years in several European countries as part of the previously implemented FICEB+ and COSSFIRE projects. These tests and subsequent analyses proved that composite ceilings designed for fire conditions do not require the use of fire protection of the entire structure, but can only be used to a limited extent, excluding the insulation of secondary ceiling beams. This significantly improves the effectiveness of design solutions while maintaining their level of safety and reliability.
The effect of the project was the implementation into construction practice of innovative and economical design methods that take into account the membrane effect in reinforced concrete slabs of composite ceilings in fire conditions.