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Title:Transverse compressive behavior of plain and polypropylene fiber-reinforced concrete infilled steel tubes as hybrid steel-concrete nodes for discrete reticulated shell structures
Authors:ID Unuk, Žiga (Author)
Files:.pdf 1-s2.0-S0141029624017115-main.pdf (13,83 MB)
MD5: 50BDE805F118A1A2A95C29CD9F01D65D
 
URL https://www.sciencedirect.com/science/article/pii/S0141029624017115?via%3Dihub
 
Language:English
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:This study investigates using concrete infilled steel tubes as hybrid nodes for discrete reticulated shell structures under compressive loading transverse to the tube axis. Three configurations were tested: empty, plain concrete infilled and polypropylene fiber-reinforced concrete infilled steel tubes. Displacement-controlled loading was applied through welded steel plates. Simplified beam theory models and nonlinear finite element analysis were used to evaluate the structural behavior. The concrete infilled steel tube specimens had higher stiffness and load-bearing capacity than the empty ones. The structural behavior of the concrete infilled specimens could be split into pre- and post-split-tensile cracking phases. No significant difference was found between the plain and fiber-reinforced concrete specimens under loads up to 1500 kN, which was the load limit of the testing machine. An additional fiber-reinforced concrete specimen, tested on a higher capacity machine, had a load-bearing capacity of 2400 kN and exhibited ductile failure.
Keywords:concrete infilled steel tube, fiber-reinforced concrete, compressive loading, discrete reticulated shell structure node, simplified calculation, nonlinear finite element analysis
Publication status:Published
Publication version:Version of Record
Submitted for review:05.06.2024
Article acceptance date:14.10.2024
Publication date:22.10.2024
Publisher:Elsevier
Year of publishing:2025
Number of pages:20 str.
Numbering:Vol. 322, pt. B, št. članka 119149
PID:20.500.12556/DKUM-92072 New window
UDC:624.012.45:519.6
ISSN on article:1873-7323
COBISS.SI-ID:214332675 New window
DOI:10.1016/j.engstruct.2024.119149 New window
Copyright:© 2024 The Author(s)
Publication date in DKUM:19.01.2026
Views:137
Downloads:2
Metadata:XML DC-XML DC-RDF
Categories:Misc.
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Record is a part of a journal

Title:Engineering structures
Publisher:Elsevier
ISSN:1873-7323
COBISS.SI-ID:23165701 New window

Document is financed by a project

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:Z2-4425-2022
Name:Razvoj hibridnega jekleno-betonskega stika za lesene diskretne mrežaste konstrukcije

Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.

Secondary language

Language:Slovenian
Keywords:jeklena cev, polnjena z betonom, armirani beton, tlačna obremenitev, vozlišče diskretne mrežaste lupinaste strukture, poenostavljen izračun, nelinearna analiza končnih elementov


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