Carlos Chastre
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Numerical Modelling
New Strengthening System
Truss Tower
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Carlos Chastre (MSc)
Carlos Chastre (PhD)
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Acker
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Akefi
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Aliofkhazraei
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Almeida
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Appleton
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Biscaia
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Borba
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Brás
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Brito
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Burgoyne
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Cardoso
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Carvalho
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Cent S Univ
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Chastre
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Chastre Rodrigues
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accelerated aging
(1)
Aço Inox
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Aderência
(2)
Analysis oriented model
(1)
Analytical
(1)
Analytical modelling
(3)
Analytical solution
(1)
Axial confinement modelling
(1)
Basalt
(1)
Beams
(1)
Beams’ critical zones
(1)
Behavior
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betão
(2)
Betão armado
(5)
Block Motion Estimation
(1)
Bond
(4)
Bond Debonding Interface
(1)
Bond Interface
(1)
bond stresses
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Bond-slip
(2)
Bond-slip curve
(1)
Bond-slip model
(1)
Carbon
(1)
Carbon Fibers
(1)
Carbon fibre
(2)
carbon fibres
(1)
CBPB
(1)
Cement
(1)
Cement grout
(1)
CFRP
(10)
Circular RC columns
(1)
Columns
(2)
Composite
(1)
Composite materials
(1)
Compression
(4)
Computational modelling
(2)
Concrete
(8)
Concrete & cement
(1)
Concrete carbonation
(1)
Concrete Flexural strengthening
(1)
Concrete Surface
(1)
concreto
(1)
Confinement
(4)
Conservation
(1)
Consolidation effect
(1)
corrosion
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corte duplo
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CREatE
(3)
Cyclic actions
(1)
cyclic behavior
(1)
cyclic behaviour
(1)
cyclic test
(2)
Debonding
(8)
Debonding Interface
(1)
Degradação
(1)
degradation
(1)
Design oriented model FRP
(1)
Design service life
(1)
Digital Image Correlation
(1)
Dilation behaviour
(1)
Discrete modeling
(1)
Distinct Element Method
(1)
Ductility
(2)
Durability
(4)
EBR
(1)
Efficient bond length
(1)
Ensaios Cíclicos
(1)
Envelhecimento acelerado
(1)
Ethyl silicates
(1)
Experimental
(2)
Experimental analysis
(1)
Experimental tests
(1)
Externally Bonded Reinforcement
(1)
Fabrics
(1)
FE analysis
(2)
Fiber Reinforced Concrete
(1)
fibre reinforced concrete
(1)
Fly ash blended cement
(1)
FRP
(4)
FRP Composites
(3)
GFRP
(6)
Glass
(1)
glass fiber reinforced polymer
(1)
Glass fiber reinforced polymers (GFRP)
(2)
Glass Fibers
(1)
gravity load effects
(1)
Grout
(1)
Image processing
(1)
Interface
(8)
Jacketing
(1)
Laminates
(6)
Laser scanning
(1)
life cycles
(1)
Ligação Pilar-Fundação
(1)
Ligação Pilar-Fundação
(1)
longitudinal strengthening
(1)
marine structures
(1)
Materiais
(1)
Materiais compósitos
(1)
Mechanical anchorage
(2)
Mechanical properties
(3)
Mechanical testing
(5)
Mix optimization
(1)
Modelação numérica não-linear
(1)
Modeling
(1)
Mohr-Coulomb criterion
(1)
Mohr–Coulomb criterion
(2)
Monuments
(2)
Mortar
(1)
Near Surface Mounted
(1)
Non-destructive
(1)
Nonlinear analysis
(1)
Nonlinear analytical approach
(1)
nonlinear modelling
(1)
NSMR
(1)
Numerical
(1)
Numerical analysis
(4)
Numerical model
(1)
Numerical modelling
(1)
Pilares
(1)
Plastic deformation
(1)
Polymeric mortar
(1)
Porosity
(1)
post-tension
(1)
Pré-fabricação
(3)
Pré-moldado
(1)
precast
(1)
probabilistic models
(1)
Properties
(1)
RC beam-column connection
(1)
RC columns
(1)
Reabilitação
(2)
Reforço
(1)
Reforço de estruturas
(2)
reforço de vigas
(1)
reforço estrutural
(1)
Regime Especial da Reabilitação Urbana
(1)
Rehabilitation
(1)
Reinforced Concrete
(5)
reinforced concrete columns
(2)
Reinforced concrete corrosion
(1)
reliability
(1)
RERU
(1)
Retrofitting
(2)
Rheology
(1)
Salt crystallization
(1)
Sandstone
(2)
seismic behavior
(1)
Seismic response
(1)
seismic strengthening
(1)
Selagem
(1)
Self leveling
(1)
stainless steel
(2)
stainless steel strengthening
(1)
Steel
(3)
Steel Interface
(1)
Stone
(1)
Strength
(2)
Strengthening
(3)
Suspended floor
(2)
Suspended timber floor
(1)
Sustainability
(1)
Temperature
(2)
temperature cycles
(1)
Tensile
(1)
Testing procedure
(1)
Textile
(1)
textiles
(1)
Thermal stresses
(1)
Thixotropy
(1)
Timber
(5)
tratamento de superfície
(1)
treatment
(1)
Unidireccional Steel Fibers
(1)
Unidirectional steel fiber
(1)
Vigas
(1)
Weathering rate
(1)
Wood
(1)