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SLOWIK, O. LEHKÝ, D. ŠOMODÍKOVÁ, M. NOVÁK, D.
Original Title
Post-Tensioned Composite Bridge: Reliability-Based Optimization of Selected Design Parameters
Type
conference paper
Language
English
Original Abstract
In the paper small-sample double-loop optimization method is employed to find selected design parameters of a single-span post-tensioned composite bridge to ensure its reliability and load-bearing capacity. The selected approach consists in nesting the computation of the failure probability with respect to the current design within the optimization loop. The analyzed bridge is made of precast post-tensioned concrete girders, each composed of six segments that are connected by the transverse joints. Bridge spatial deterioration brings uncertainty into actual values of concrete strength in transversal joints and of actual loss of pre-stressing. Due to their significant effect on the bridge load-bearing capacity, both were considered as uncertain design parameters with the aim to find their critical values corresponding to desired reliability level and load-bearing capacity.
Keywords
reliability based optimization, double-loop method, small-sample simulation, failure probability, reliability index, load-bearing capacity
Authors
SLOWIK, O.; LEHKÝ, D.; ŠOMODÍKOVÁ, M.; NOVÁK, D.
Released
6. 1. 2016
Location
Switzerland
ISBN
978-3-03835-538-0
Book
Trends in Statics and Dynamics of Constructions II
1662-7482
Periodical
Applied Mechanics and Materials
Year of study
2016
Number
837
State
Swiss Confederation
Pages from
38
Pages to
43
Pages count
6
BibTex
@inproceedings{BUT124241, author="Ondřej {Slowik} and David {Lehký} and Martina {Sadílková Šomodíková} and Drahomír {Novák}", title="Post-Tensioned Composite Bridge: Reliability-Based Optimization of Selected Design Parameters", booktitle="Trends in Statics and Dynamics of Constructions II", year="2016", journal="Applied Mechanics and Materials", volume="2016", number="837", pages="38--43", address="Switzerland", isbn="978-3-03835-538-0", issn="1662-7482" }