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Blast resistance of CFRP composite strengthened masonry arch bridge under close-range explosion
Amin Bagherzadeh Azar
*
,
Ali Sari
*
Corresponding author for this work
Department of Civil Engineering
Istanbul Technical University
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Engineering
Carbon Fibre Reinforced Polymer
100%
Carbon Fibre-Reinforced Polymer Composite
100%
Arch Bridges
100%
Close Range
100%
Blast Resistance
100%
Blast Loads
50%
Retro-Fitting
25%
Structural Performance
25%
Damage Mechanism
25%
Brittle Failure
25%
Structural Response
25%
Effective Solution
25%
Strength-to-Weight Ratio
25%
Abaqus
25%
Damage Propagation
25%
Acquired Data
25%
Damage Model
25%
Masonry Bridges
25%
Bridge Structure
25%
Catastrophic Failure
25%
Polymer Material
25%
Masonry Unit
25%
Service Life
25%
Equations of State
25%
Keyphrases
Close-range Explosion
100%
Strengthened Masonry
100%
Masonry Elements
33%