Double span continuous glulam slabs strengthened with GFRP

Full-scale slab strips were tested in order to analyze the flexural response of GFRP-glulam slab systems under monotonic loading. The type of strengthening technique (externally bonded reinforcement – EBR and near-surface mounted – NSM) and the increase target in terms of ultimate load capacity (20%...

Full description

Bibliographic Details
Main Author: Branco, Jorge M. (author)
Other Authors: Jorge, Marco António Peixoto (author), Sena-Cruz, José (author)
Format: conferencePaper
Language:eng
Published: 2014
Subjects:
Timber
reinforcement
GFRP
experimental evaluation
in-plane stiffness
strengthening
connection
Glulam slabs strengthened with GFRP
double span
flexural strengthening
strengthening techniques
increase of load carrying capacity
moment redistribution
failure modes
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Online Access:http://hdl.handle.net/1822/32879
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/32879

Internet

http://hdl.handle.net/1822/32879

Similar Items