Time-dependent behaviour and durability of RC slabs strengthened with NSM CFRP strips

Doctoral Thesis in Civil Engineering

Bibliographic Details
Main Author: Silva, Patrícia Moreira (author)
Format: doctoralThesis
Language:por
Published: 2017
Subjects:
NSM technique
concrete
epoxy adhesive
CFRP
durability
viscoelasticity
creep
fatigue
time-dependent behaviour
elevated temperatures
experimental
analytical modelling
FEM
DIANA
técnica NSM
betão
adesivo epóxi
durabilidade
viscoelasticidade
fadiga
comportamento diferido
temperaturas elevadas
modelação analítica
Engenharia e Tecnologia::Engenharia Civil
Online Access:http://hdl.handle.net/1822/48612
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/48612

Internet

http://hdl.handle.net/1822/48612

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