Publication detail

Towards nonlinear reliability assessment of concrete transport structures

PUKL, R. LEHKÝ, D. NOVÁK, D.

Original Title

Towards nonlinear reliability assessment of concrete transport structures

Type

conference paper

Language

English

Original Abstract

Novel technique combining non-linear finite element analysis of the structural model with advanced stochastic simulation methods for realistic computer simulation and reliability assessment of civil engineering structures is presented. Elite non-linear material models are used for modelling of the structural materials within an advanced finite element computer simulation. Material properties and corresponding model parameters including their randomness and uncertainties are represented as random variables or random fields in the stochastic simulation using stratified Latin Hypercube Sampling and Simulated Annealing methods. Probabilistic evaluation of the numerical results enables to assess stochastic parameters of the model response, structural resistance, failure probability, safety index and structural reliability.

Keywords

Concrete; material models; reliability; computational methods; engineering structures

Authors

PUKL, R.; LEHKÝ, D.; NOVÁK, D.

Released

25. 4. 2018

Location

Kuala Lumpur

ISBN

978-3-85748-159-8

Book

IABSE Conference 2018

Pages from

330

Pages to

337

Pages count

8

BibTex

@inproceedings{BUT147880,
  author="Radomír {Pukl} and David {Lehký} and Drahomír {Novák}",
  title="Towards nonlinear reliability assessment of concrete transport structures",
  booktitle="IABSE Conference 2018",
  year="2018",
  pages="330--337",
  address="Kuala Lumpur",
  isbn="978-3-85748-159-8"
}