Detail publikace

Properties of steel fiber reinforced mortar-plastic columns with the cross-section in a form of a Cesaro fractal

KATZER, J. SEITL, S. SKORATKO, A.

Originální název

Properties of steel fiber reinforced mortar-plastic columns with the cross-section in a form of a Cesaro fractal

Typ

článek v časopise ve Web of Science, Jimp

Jazyk

angličtina

Originální abstrakt

In this paper, the concept of steel fiber reinforced concrete (SFRC)-plastic columns was explored and discussed. Plastic served as a 3D printed formwork that remained in place. Five different column cross-section shapes, based on Cesaro fractal iterations, were created and filled with steel fiber reinforced mortar. After curing, the specimens were loaded and load-strain characteristics were recorded, with a focus on destruction characteristics and energy dissipated up to 6.0% strain. The results showed that columns with fractal-based cross-sections had smooth destruction with significant formwork deformation. All columns exhibited highly quasi-plastic behavior. The results demonstrate the feasibility of replacing traditional formwork and concrete with a more automated 3D printed plastic and SFRC solution. Future research should focus on large-scale columns and other structural elements.

Klíčová slova

3D printing; Cesaro; fiber reinforced concrete; formwork; fractals; plastics

Autoři

KATZER, J.; SEITL, S.; SKORATKO, A.

Vydáno

15. 12. 2023

Nakladatel

ERNST & SOHN

Místo

BERLIN

ISSN

1751-7648

Periodikum

Structural Concrete

Ročník

1

Číslo

1

Stát

Spolková republika Německo

Strany od

1

Strany do

12

Strany počet

12

URL

BibTex

@article{BUT187545,
  author="Jacek {Katzer} and Stanislav {Seitl} and Aneta {Skoratko}",
  title="Properties of steel fiber reinforced mortar-plastic columns with the cross-section in a form of a Cesaro fractal",
  journal="Structural Concrete",
  year="2023",
  volume="1",
  number="1",
  pages="12",
  doi="10.1002/suco.202300146",
  issn="1751-7648",
  url="https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.202300146"
}

Odpovědnost: Ing. Marek Strakoš