A temporary FRP modular structure was designed for an expo fair stand to be erected in the campus of Tor Vergata Rome University. Only GFRP “on the shelf” pultruded profiles were adopted. The structure is constituted by 6/12 meter truss beams connected to columns with pin joint constraints. The beam module is represented by a king-post truss structure having 6 meter span and self weight of about 1 kN. Chords and web elements of each module are built-up members composed by two back-to-back angle and C-shaped profiles, respectively. Twin profiles are glued together by means of GFRP flat or box lacings. The heel gussets, reinforced by external carbon sheets, provide for a hinged connection between truss beams and columns or possible adjacent moduli. Hence, different plane frame schemes can be easily obtained. In the orthogonal direction, the roof is spanned by 6 meters box-section purlins supporting a PVC tent. Steel strands provide for anchoring and lateral bracing. The paper describes the overall design paying attention to load conditions, (finite element) structural analysis, ULS member verification and construction details.
Progetto e costruzione di una struttura temporanea in profili pultrusi
DICUONZO, Adriano;LAUDIERO, Ferdinando;MINGHINI, Fabio;TULLINI, Nerio;
2008
Abstract
A temporary FRP modular structure was designed for an expo fair stand to be erected in the campus of Tor Vergata Rome University. Only GFRP “on the shelf” pultruded profiles were adopted. The structure is constituted by 6/12 meter truss beams connected to columns with pin joint constraints. The beam module is represented by a king-post truss structure having 6 meter span and self weight of about 1 kN. Chords and web elements of each module are built-up members composed by two back-to-back angle and C-shaped profiles, respectively. Twin profiles are glued together by means of GFRP flat or box lacings. The heel gussets, reinforced by external carbon sheets, provide for a hinged connection between truss beams and columns or possible adjacent moduli. Hence, different plane frame schemes can be easily obtained. In the orthogonal direction, the roof is spanned by 6 meters box-section purlins supporting a PVC tent. Steel strands provide for anchoring and lateral bracing. The paper describes the overall design paying attention to load conditions, (finite element) structural analysis, ULS member verification and construction details.I documenti in SFERA sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
