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Collapse test of the Vecht Bridge: behaviour of post-tensioned concrete slab-between-girder bridges.

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Title: Collapse test of the Vecht Bridge: behaviour of post-tensioned concrete slab-between-girder bridges.
Authors: Ensink, Sebastiaan W. H.1 (AUTHOR), Lantsoght, Eva O. L.1,2 (AUTHOR) elantsoght@usfq.edu.ec, Hendriks, Max A. H.1,3 (AUTHOR)
Source: Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance. May/Jun2026, Vol. 22 Issue 5/6, p827-840. 14p.
Subjects: Prestressed concrete bridges, Bridge testing, Structural dynamics, Bridge failures, Concrete bridges, Bridge design & construction, Prestressed concrete
Geographic Terms: Netherlands
Abstract: In the Netherlands, approximately 70 prestressed slab-between-girder bridges are present, built between the 1950s and 1970s. These bridges typically do not fulfil the requirements for shear in an assessment, but show no signs of distress upon inspection. Additional load-carrying mechanisms and effects of global bridge behaviour, such as compressive membrane action, compressive arch action, load (re)distribution, and the influence of the crossbeams, which could significantly enhance the structural capacity, are typically not considered in the assessment calculations. This paper studies the global structural behaviour experimentally of the full slab-between-girder bridge system as compared to the isolated T-girder. For this purpose, two spans of an existing multi-span T-girder bridge, the Vecht Bridge, built in 1962 were tested. In total, three experiments were carried out in span 4 (full system), and four experiments in span 2 (after applying saw cuts in the deck to create isolated girders). This paper reviews the state-of-the-art regarding collapse testing, global bridge behaviour, and slab-between-girder bridges in the Netherlands. Then, the results of the experiments are presented and analysed. It is expected that these experimental results will form the basis of improved assessment methods for slab-between-girder bridges in the Netherlands and beyond. [ABSTRACT FROM AUTHOR]
Copyright of Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
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Header DbId: egs
DbLabel: Engineering Source
An: 194088451
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
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  Data: Collapse test of the Vecht Bridge: behaviour of post-tensioned concrete slab-between-girder bridges.
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  Data: In the Netherlands, approximately 70 prestressed slab-between-girder bridges are present, built between the 1950s and 1970s. These bridges typically do not fulfil the requirements for shear in an assessment, but show no signs of distress upon inspection. Additional load-carrying mechanisms and effects of global bridge behaviour, such as compressive membrane action, compressive arch action, load (re)distribution, and the influence of the crossbeams, which could significantly enhance the structural capacity, are typically not considered in the assessment calculations. This paper studies the global structural behaviour experimentally of the full slab-between-girder bridge system as compared to the isolated T-girder. For this purpose, two spans of an existing multi-span T-girder bridge, the Vecht Bridge, built in 1962 were tested. In total, three experiments were carried out in span 4 (full system), and four experiments in span 2 (after applying saw cuts in the deck to create isolated girders). This paper reviews the state-of-the-art regarding collapse testing, global bridge behaviour, and slab-between-girder bridges in the Netherlands. Then, the results of the experiments are presented and analysed. It is expected that these experimental results will form the basis of improved assessment methods for slab-between-girder bridges in the Netherlands and beyond. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
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  Data: <i>Copyright of Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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      – Type: doi
        Value: 10.1080/15732479.2025.2593589
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      – Code: eng
        Text: English
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      Pagination:
        PageCount: 14
        StartPage: 827
    Subjects:
      – SubjectFull: Prestressed concrete bridges
        Type: general
      – SubjectFull: Bridge testing
        Type: general
      – SubjectFull: Structural dynamics
        Type: general
      – SubjectFull: Bridge failures
        Type: general
      – SubjectFull: Concrete bridges
        Type: general
      – SubjectFull: Bridge design & construction
        Type: general
      – SubjectFull: Prestressed concrete
        Type: general
      – SubjectFull: Netherlands
        Type: general
    Titles:
      – TitleFull: Collapse test of the Vecht Bridge: behaviour of post-tensioned concrete slab-between-girder bridges.
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            NameFull: Ensink, Sebastiaan W. H.
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            NameFull: Lantsoght, Eva O. L.
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            NameFull: Hendriks, Max A. H.
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            – D: 01
              M: 05
              Text: May/Jun2026
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              Y: 2026
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              Value: 22
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              Value: 5/6
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            – TitleFull: Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance
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