Experimental moment resistance of rectangular hollow section T joints

Marsel Garifullin

doi:10.1051/matecconf/201824508003

Experimental moment resistance of rectangular hollow section T joints

Marsel Garifullin

Tutkimustuotos: Konferenssiartikkeli › Scientific › vertaisarvioitu

11 Lataukset (Pure)

Abstrakti

Resistance is the main property of tubular joints. The determination of the joint resistance from the experimental load-deformation curve always represents a challenging task. Currently there are two main methods to find the experimental resistance, which are called plastic and ultimate resistance. However, there is no single opinion on which one should be commonly used. Based on the experimental results, this paper directly compares the two existed approaches. The study is restricted to welded square hollow section T joints under in-plane bending moment. The paper considers only the joints with β < 0.85, i.e. when the behaviour of the joint is governed by chord face failure. The results show that plastic resistance leads to more conservative results than ultimate resistance, providing thus safer results. However, attention should be also paid to the difference between the labour intensity of the presented methods.

Alkuperäiskieli	Englanti
Artikkeli	08003
Julkaisu	MATEC Web of Conferences
Vuosikerta	245
DOI - pysyväislinkit	https://doi.org/10.1051/matecconf/201824508003
Tila	Julkaistu - 5 jouluk. 2018
OKM-julkaisutyyppi	A1 Alkuperäisartikkeli tieteellisessä aikakauslehdessä
Tapahtuma	International Scientific Conference on Energy, Environmental and Construction Engineering (EECE-2018) - Kesto: 19 marrask. 2018 → 20 marrask. 2018

Julkaisufoorumi-taso

Jufo-taso 0

!!ASJC Scopus subject areas

Chemistry(all)
Materials Science(all)
Engineering(all)

Pääsy asiakirjaan

10.1051/matecconf/201824508003Lisenssi: CC BY

matecconf_eece2018_08003
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Final published version, 835 KBLisenssi: CC BY

http://urn.fi/URN:NBN:fi:tty-201901091034Lisenssi: CC BY

Siteeraa tätä

@article{172aec03dfd0450c9f02fe52873ef0c4,

title = "Experimental moment resistance of rectangular hollow section T joints",

abstract = "Resistance is the main property of tubular joints. The determination of the joint resistance from the experimental load-deformation curve always represents a challenging task. Currently there are two main methods to find the experimental resistance, which are called plastic and ultimate resistance. However, there is no single opinion on which one should be commonly used. Based on the experimental results, this paper directly compares the two existed approaches. The study is restricted to welded square hollow section T joints under in-plane bending moment. The paper considers only the joints with β < 0.85, i.e. when the behaviour of the joint is governed by chord face failure. The results show that plastic resistance leads to more conservative results than ultimate resistance, providing thus safer results. However, attention should be also paid to the difference between the labour intensity of the presented methods.",

author = "Marsel Garifullin",

year = "2018",

month = dec,

day = "5",

doi = "10.1051/matecconf/201824508003",

language = "English",

volume = "245",

journal = "MATEC Web of Conferences",

issn = "2274-7214",

publisher = "EDP Sciences",

note = "International Scientific Conference on Energy, Environmental and Construction Engineering (EECE-2018) ; Conference date: 19-11-2018 Through 20-11-2018",

}

TY - JOUR

T1 - Experimental moment resistance of rectangular hollow section T joints

AU - Garifullin, Marsel

PY - 2018/12/5

Y1 - 2018/12/5

N2 - Resistance is the main property of tubular joints. The determination of the joint resistance from the experimental load-deformation curve always represents a challenging task. Currently there are two main methods to find the experimental resistance, which are called plastic and ultimate resistance. However, there is no single opinion on which one should be commonly used. Based on the experimental results, this paper directly compares the two existed approaches. The study is restricted to welded square hollow section T joints under in-plane bending moment. The paper considers only the joints with β < 0.85, i.e. when the behaviour of the joint is governed by chord face failure. The results show that plastic resistance leads to more conservative results than ultimate resistance, providing thus safer results. However, attention should be also paid to the difference between the labour intensity of the presented methods.

AB - Resistance is the main property of tubular joints. The determination of the joint resistance from the experimental load-deformation curve always represents a challenging task. Currently there are two main methods to find the experimental resistance, which are called plastic and ultimate resistance. However, there is no single opinion on which one should be commonly used. Based on the experimental results, this paper directly compares the two existed approaches. The study is restricted to welded square hollow section T joints under in-plane bending moment. The paper considers only the joints with β < 0.85, i.e. when the behaviour of the joint is governed by chord face failure. The results show that plastic resistance leads to more conservative results than ultimate resistance, providing thus safer results. However, attention should be also paid to the difference between the labour intensity of the presented methods.

U2 - 10.1051/matecconf/201824508003

DO - 10.1051/matecconf/201824508003

M3 - Conference article

AN - SCOPUS:85058463414

VL - 245

JO - MATEC Web of Conferences

JF - MATEC Web of Conferences

SN - 2274-7214

M1 - 08003

T2 - International Scientific Conference on Energy, Environmental and Construction Engineering (EECE-2018)

Y2 - 19 November 2018 through 20 November 2018

ER -

Experimental moment resistance of rectangular hollow section T joints

Abstrakti

Julkaisufoorumi-taso

!!ASJC Scopus subject areas

Pääsy asiakirjaan

Sormenjälki

Siteeraa tätä