Nonlinear evaluation of reliability-based topology optimization of concrete deep beams

Nonlinear evaluation of reliability-based topology optimization of concrete deep beams

Abstract Uncertainty has long been a recognized aspect of engineering analysis and design. This inherent unpredictability is typically represented by variability and randomness. In this context, a linear elastic topology optimization (TO) approach with reliability constraints is presented. This met...

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Bibliographic Details
Main Authors: Rodrigo Reis Amaral, Jorge Luis Palomino Tamayo, Liércio André Isoldi, Herbert Martins Gomes
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2025-05-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
FORM
UHPFRC
nonlinear analysis
RBDO
Reliability Index Approach
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952025000300204&lng=en&tlng=en
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