The present work represents an analysis on the mechanical characterization of fiber reinforced hollow circular beams. This research is based on an analytical background along with some extension on it. Since exact solution is available for plane structures, such reference is considered as an initial comparison tool for a new approach for studying fiber reinforced beams based on a homogenization method. The implemented method introduces an easy application for designers who want to employ fiber reinforced beams for designing frame structures. The present approach is based on a 3D beam-frame element equivalent to a 3D shell model used as a reference for the actual composite configuration. This simple approach helps to consider the anisotropy inherited in such profiles. Sample frame structures are shown in order to demonstrate the advantages and disadvantages of the present methodology alongside the positive and negative aspects of employing fiber reinforced beams in place of the more common steel beams in civil applications.
Sajjad Babamohammadi, N.F. (2019). Mechanical characterization and analysis of FRP pultruded beams.
Mechanical characterization and analysis of FRP pultruded beams
Nicholas Fantuzzi
;
2019
Abstract
The present work represents an analysis on the mechanical characterization of fiber reinforced hollow circular beams. This research is based on an analytical background along with some extension on it. Since exact solution is available for plane structures, such reference is considered as an initial comparison tool for a new approach for studying fiber reinforced beams based on a homogenization method. The implemented method introduces an easy application for designers who want to employ fiber reinforced beams for designing frame structures. The present approach is based on a 3D beam-frame element equivalent to a 3D shell model used as a reference for the actual composite configuration. This simple approach helps to consider the anisotropy inherited in such profiles. Sample frame structures are shown in order to demonstrate the advantages and disadvantages of the present methodology alongside the positive and negative aspects of employing fiber reinforced beams in place of the more common steel beams in civil applications.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.