
Glulam beams reinforced with FRP strips and their application in architecture
Author(s) -
Radivoj Solarov,
Milan Glišić
Publication year - 2014
Publication title -
spatium
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.13
H-Index - 7
eISSN - 2217-8066
pISSN - 1450-569X
DOI - 10.2298/spat1432001s
Subject(s) - durability , fibre reinforced plastic , strips , upgrade , structural engineering , bending , finite element method , materials science , flexural strength , computer science , composite material , engineering , operating system
This paper emphasizes the advantage of using carbon polymers while producing and strengthening glulam beams. Due to advanced research carried out in this field, the first application of carbon polymers based products was implemented in Western countries. Structural elements containing carbon polymers, or being reinforced by them, show higher resistance and durability properties, as well as the ability to be produced in various shapes. These features can find best application in architecture so the architects’ imagination in design could be realized. Many attractive buildings were constructed over the last decade, each of them showing exceptional safety, resistance to atmospheric influences, durability and cost-efficiency. Beside application of carbon polymers in the construction of new buildings, they are even more important in the field of historic heritage restoration. The original research carried out on ten samples in the laboratory is presented in the second part of the paper. Position of the reinforcement on the samples was chosen as it would be done in practical retrofit cases. Deformations of the samples exposed to pure bending were measured, so their behaviour in the elastic range could be analysed based on the results. Measured results were compared to those calculated by using FEM model, developed with software package AxisVM. Based on performed analysis, the conclusion was made that by strengthening timber glulam beams with FRP strips, the simple and efficient static load bearing capacity upgrade is gained