A multi-level strategy for successively improved structural analysis of existing concrete bridges: examination using a prestressed concrete bridge tested to failure
Journal article, 2019
nonlinear finite element analysis
modelling strategy
multi-level assessment
full-scale failure test
shear capacity
prestressed concrete
codes
Bridges
structural behaviour
Author
Niklas Bagge
WSP Group
Luleå University of Technology
Mario Plos
Chalmers, Architecture and Civil Engineering, Structural Engineering
Cosmin Popescu
Northern Research Institute (Norut)
Luleå University of Technology
Structure and Infrastructure Engineering
1573-2479 (ISSN) 1744-8980 (eISSN)
Vol. 15 1 27-53Subject Categories (SSIF 2011)
Applied Mechanics
Infrastructure Engineering
Building Technologies
DOI
10.1080/15732479.2018.1476562