Lap shear tests on repaired wrought-iron riveted connections

Quentin Collette; Stéphane Sire; Ine Wouters

doi:10.1016/j.engstruct.2014.12.012

Lap shear tests on repaired wrought-iron riveted connections

Quentin Collette, Stéphane Sire, Ine Wouters

Architectonische Ingenieurswetenschappen

Onderzoeksoutput: Article › peer review

9 Citaten (Scopus)

Samenvatting

Engineers assessing and strengthening the structural safety of 19th-century wrought-iron riveted connections need information on the materials applied, the riveting technology and the impact of remedial
works. However, the structural impact of actual remedial works on wrought-iron riveted connections
remains little known to this day. Therefore, a lap shear test campaign on single riveted single lap joints
made of wrought iron was carried out. Both original and repaired riveted lap joints were designed, fabricated and tested. This paper reports on the ultimate shear behaviour of wrought-iron riveted connections and covers the effect of the quality of riveting. The shear tests showed that original riveted
specimens failed in tension (plate net section failure). The repair intervention involving modern steel
materials and techniques improved the ultimate shear behaviour significantly.

Originele taal-2	English
Pagina's (van-tot)	170-181
Aantal pagina's	12
Tijdschrift	Engineering Structures
Volume	85
DOI's	https://doi.org/10.1016/j.engstruct.2014.12.012
Status	Published - feb 2015

Keywords

klinknagels
klinken
smeedijzer
renovatie
staal
19de eeuw

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10.1016/j.engstruct.2014.12.012

http://www.sciencedirect.com/science/article/pii/S0141029614007536

FWOTM542: Analyse van het structureel gedrag van historische geklinknagelde ijzeren en stalen verbindingen in gebouwen
Wouters, I. & Collette, Q.
1/10/10 → 30/09/14
Project: Fundamenteel
FWOAL430: Reconversie van de metalen draagstructuur van gebouwen uit 1860-1920.
Wouters, I. & Vereecken, J.
1/01/07 → 31/12/10
Project: Fundamenteel

Citeer dit

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title = "Lap shear tests on repaired wrought-iron riveted connections",

abstract = "Engineers assessing and strengthening the structural safety of 19th-century wrought-iron riveted connections need information on the materials applied, the riveting technology and the impact of remedial works. However, the structural impact of actual remedial works on wrought-iron riveted connections remains little known to this day. Therefore, a lap shear test campaign on single riveted single lap joints made of wrought iron was carried out. Both original and repaired riveted lap joints were designed, fabricated and tested. This paper reports on the ultimate shear behaviour of wrought-iron riveted connections and covers the effect of the quality of riveting. The shear tests showed that original riveted specimens failed in tension (plate net section failure). The repair intervention involving modern steel materials and techniques improved the ultimate shear behaviour significantly.",

keywords = "rivited connection, lap joint, repair, structural renovation, wrought iron, rivet, steel, hot-driven rivets, klinknagels, klinken, smeedijzer, renovatie, staal, 19de eeuw",

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AU - Collette, Quentin

AU - Sire, Stéphane

AU - Wouters, Ine

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N2 - Engineers assessing and strengthening the structural safety of 19th-century wrought-iron riveted connections need information on the materials applied, the riveting technology and the impact of remedial works. However, the structural impact of actual remedial works on wrought-iron riveted connections remains little known to this day. Therefore, a lap shear test campaign on single riveted single lap joints made of wrought iron was carried out. Both original and repaired riveted lap joints were designed, fabricated and tested. This paper reports on the ultimate shear behaviour of wrought-iron riveted connections and covers the effect of the quality of riveting. The shear tests showed that original riveted specimens failed in tension (plate net section failure). The repair intervention involving modern steel materials and techniques improved the ultimate shear behaviour significantly.

AB - Engineers assessing and strengthening the structural safety of 19th-century wrought-iron riveted connections need information on the materials applied, the riveting technology and the impact of remedial works. However, the structural impact of actual remedial works on wrought-iron riveted connections remains little known to this day. Therefore, a lap shear test campaign on single riveted single lap joints made of wrought iron was carried out. Both original and repaired riveted lap joints were designed, fabricated and tested. This paper reports on the ultimate shear behaviour of wrought-iron riveted connections and covers the effect of the quality of riveting. The shear tests showed that original riveted specimens failed in tension (plate net section failure). The repair intervention involving modern steel materials and techniques improved the ultimate shear behaviour significantly.

KW - rivited connection

KW - lap joint

KW - repair

KW - structural renovation

KW - wrought iron

KW - rivet

KW - steel

KW - hot-driven rivets

KW - klinknagels

KW - klinken

KW - smeedijzer

KW - renovatie

KW - staal

KW - 19de eeuw

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JO - Engineering Structures

JF - Engineering Structures

SN - 0141-0296

ER -

Lap shear tests on repaired wrought-iron riveted connections

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Keywords

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Vingerafdruk

Projecten

FWOTM542: Analyse van het structureel gedrag van historische geklinknagelde ijzeren en stalen verbindingen in gebouwen

FWOAL430: Reconversie van de metalen draagstructuur van gebouwen uit 1860-1920.

Citeer dit