Detail publikace

Tendon optimization for prestressed concrete structures using genetic algorithms

HOUŠŤ, V. MAŠEK, J. ELIÁŠ, J.

Originální název

Typ

článek ve sborníku mimo WoS a Scopus

Jazyk

angličtina

Originální abstrakt

The contribution presents a computer code that optimizes a prestress tendon force and geometry. The mechanical part computes time-dependent analysis of the prestress concrete structure taking into account shrinkage, creep, tendon relaxation, friction and anchor slip, i.e., all necessary components of prestress short- and long-term losses. The optimization part executes genetic algorithm with chosen parameters of the tendon geometry subjected to optimization with respect to mechanical and geometrical constraints. The minimized variable is prestressing force. A parametric study of a 3-span post-tensioned bridge deck is presented in the last section.

Klíčová slova

prestressed concrete, tendon optimization, time-dependent analysis, Genetic algorithm

Autoři

HOUŠŤ, V.; MAŠEK, J.; ELIÁŠ, J.

Vydáno

25. 6. 2025

Strany od

Strany do

Strany počet

BibTex

@inproceedings{BUT198290,
  author="Vladimír {Houšť} and Jan {Mašek} and Jan {Eliáš}",
  title="Tendon optimization for prestressed concrete structures using genetic algorithms",
  booktitle="IX Congreso de la Asociación Española de Ingeniería Estructural (ACHE), Granada, Spain, 25.-27. 6. 2025",
  year="2025",
  pages="1--9"
}