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LIPOWCZAN, M. LEHKÝ, D.
Original Title
Nonlinear Reliability Assessment of Post-tensioned Concrete Bridge Made of I-73 Girders
Type
conference paper
Language
English
Original Abstract
The paper describes a comprehensive computational procedure to determine global structural resistance of the existing bridge made of I-73 precast post-tensioned concrete girders using the advanced methods of statistical assessment in combination with nonlinear finite element method analysis. A fully probabilistic approach for the determination of the structural design resistance is compared to selected code-recommended semi-probabilistic methods, such as the ECoV method according to fib Model Code 2010, the method according to EN 1992-2 or the partial safety factor method. Load-bearing capacity is determined for the ultimate as well as selected serviceability limit states. The paper shows that applicability of nonlinear modelling considering uncertainties is feasible and can be applied in a routine way. Shortcomings and advantages of all utilized design/assessment methods are discussed.
Keywords
Design resistance; ECoV method; EN1992-2 method; I-73 girder; Nonlinear analysis; Probabilistic analysis
Authors
LIPOWCZAN, M.; LEHKÝ, D.
Released
12. 12. 2021
Publisher
Springer International Publishing
ISBN
9783030918767
Book
Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures (EUROSTRUCT 2021)
Edition
1
2366-2557
Periodical
Lecture Notes in Civil Engineering
Number
200
State
Swiss Confederation
Pages from
252
Pages to
259
Pages count
8
BibTex
@inproceedings{BUT176207, author="Martin {Lipowczan} and David {Lehký}", title="Nonlinear Reliability Assessment of Post-tensioned Concrete Bridge Made of I-73 Girders", booktitle="Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures (EUROSTRUCT 2021)", year="2021", series="1", journal="Lecture Notes in Civil Engineering", number="200", pages="252--259", publisher="Springer International Publishing", doi="10.1007/978-3-030-91877-4\{_}30", isbn="9783030918767", issn="2366-2557" }