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Behaviour of riveted stringer-to-floorbeam connections in cyclic load tests to failure

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Behaviour of riveted stringer-to-floorbeam connections in cyclic load tests to failure. / Tulonen, Joonas; Siitonen, Tuomo; Laaksonen, Anssi.

In: Journal of Constructional Steel Research, Vol. 160, 01.09.2019, p. 101-109.

Research output: Contribution to journalArticleScientificpeer-review

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Tulonen, Joonas ; Siitonen, Tuomo ; Laaksonen, Anssi. / Behaviour of riveted stringer-to-floorbeam connections in cyclic load tests to failure. In: Journal of Constructional Steel Research. 2019 ; Vol. 160. pp. 101-109.

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@article{c5969861a8854d4ebf3b83fb4b625a1d,
title = "Behaviour of riveted stringer-to-floorbeam connections in cyclic load tests to failure",
abstract = "Structural connections in bridges supporting directly the railway track have cumulated large amount of load cycles from passing trains. The connections were not originally designed for fatigue and some of them have found to be in poor condition by inspection. To study their structural behaviour under large number of repeated load cycles, five 85 year old stringer-to-floorbeam connections from a decommissioned railway bridge were loaded in laboratory. Each connection had four angle plates connecting stringer webs to floorbeams and two connection plates connecting stringer top flanges together. During the load tests, the connection plate maximum stress ranged from 60 MPa to 150 MPa. It was estimated that the peak stresses under traffic were in the range of 40–60 MPa. Despite large stresses in load tests and long active use under traffic, only three connections failed after 0.5–1.6 million load cycles. Two connection tests were run out after 2.4 and 2.6 million cycles. By measuring strains and displacements continuously during testing it was seen that failures occurred gradually as components fractured slowly during tens of thousands of cycles. Any of the connection failures was not complete and the connections showed substantial residual bending stiffness and capacity after failure. Load tests showed that even if connection is seen to be in poor condition and close to its theoretical fatigue life, it still might function safely for hundreds of thousands of stress cycles if stress redistribution between connection components is possible and connection is monitored for major fractures.",
keywords = "Rivets, Stringer-to-floor-beam connections, Load tests, Steel fatigue, Railway bridges",
author = "Joonas Tulonen and Tuomo Siitonen and Anssi Laaksonen",
note = "INT=CENG,{"}Siitonen, Tuomo{"}",
year = "2019",
month = "9",
day = "1",
doi = "10.1016/j.jcsr.2019.05.018",
language = "English",
volume = "160",
pages = "101--109",
journal = "Journal of Constructional Steel Research",
issn = "0143-974X",
publisher = "Elsevier",

}

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TY - JOUR

T1 - Behaviour of riveted stringer-to-floorbeam connections in cyclic load tests to failure

AU - Tulonen, Joonas

AU - Siitonen, Tuomo

AU - Laaksonen, Anssi

N1 - INT=CENG,"Siitonen, Tuomo"

PY - 2019/9/1

Y1 - 2019/9/1

N2 - Structural connections in bridges supporting directly the railway track have cumulated large amount of load cycles from passing trains. The connections were not originally designed for fatigue and some of them have found to be in poor condition by inspection. To study their structural behaviour under large number of repeated load cycles, five 85 year old stringer-to-floorbeam connections from a decommissioned railway bridge were loaded in laboratory. Each connection had four angle plates connecting stringer webs to floorbeams and two connection plates connecting stringer top flanges together. During the load tests, the connection plate maximum stress ranged from 60 MPa to 150 MPa. It was estimated that the peak stresses under traffic were in the range of 40–60 MPa. Despite large stresses in load tests and long active use under traffic, only three connections failed after 0.5–1.6 million load cycles. Two connection tests were run out after 2.4 and 2.6 million cycles. By measuring strains and displacements continuously during testing it was seen that failures occurred gradually as components fractured slowly during tens of thousands of cycles. Any of the connection failures was not complete and the connections showed substantial residual bending stiffness and capacity after failure. Load tests showed that even if connection is seen to be in poor condition and close to its theoretical fatigue life, it still might function safely for hundreds of thousands of stress cycles if stress redistribution between connection components is possible and connection is monitored for major fractures.

AB - Structural connections in bridges supporting directly the railway track have cumulated large amount of load cycles from passing trains. The connections were not originally designed for fatigue and some of them have found to be in poor condition by inspection. To study their structural behaviour under large number of repeated load cycles, five 85 year old stringer-to-floorbeam connections from a decommissioned railway bridge were loaded in laboratory. Each connection had four angle plates connecting stringer webs to floorbeams and two connection plates connecting stringer top flanges together. During the load tests, the connection plate maximum stress ranged from 60 MPa to 150 MPa. It was estimated that the peak stresses under traffic were in the range of 40–60 MPa. Despite large stresses in load tests and long active use under traffic, only three connections failed after 0.5–1.6 million load cycles. Two connection tests were run out after 2.4 and 2.6 million cycles. By measuring strains and displacements continuously during testing it was seen that failures occurred gradually as components fractured slowly during tens of thousands of cycles. Any of the connection failures was not complete and the connections showed substantial residual bending stiffness and capacity after failure. Load tests showed that even if connection is seen to be in poor condition and close to its theoretical fatigue life, it still might function safely for hundreds of thousands of stress cycles if stress redistribution between connection components is possible and connection is monitored for major fractures.

KW - Rivets

KW - Stringer-to-floor-beam connections

KW - Load tests

KW - Steel fatigue

KW - Railway bridges

U2 - 10.1016/j.jcsr.2019.05.018

DO - 10.1016/j.jcsr.2019.05.018

M3 - Article

VL - 160

SP - 101

EP - 109

JO - Journal of Constructional Steel Research

JF - Journal of Constructional Steel Research

SN - 0143-974X

ER -