Steel-Reinforced Polyurethane with Mineral Interlayer for Masonry Protection: Laboratory Tests.

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Title: Steel-Reinforced Polyurethane with Mineral Interlayer for Masonry Protection: Laboratory Tests.
Authors: Hojdys, Łukasz1 (AUTHOR) lukasz.hojdys@pk.edu.pl, Krajewski, Piotr1 (AUTHOR), Kwiecień, Arkadiusz2 (AUTHOR) ak@flexandrobust.com
Source: Materials (1996-1944). Feb2025, Vol. 18 Issue 3, p503. 17p.
Subjects: Masonry testing, Failure mode & effects analysis, Bond strengths, Design protection, Shear strength, Mortar
Abstract: This paper presents the results of an experimental investigation on a steel-reinforced polyurethane (SRPU) composite system with a mineral interlayer, designed for the protection of existing structures. The composite SRPU was reinforced with unidirectional steel textile embedded in polyurethane matrix PS. In the study, SRPU was applied to a brick substrate via a layer of lime- or cement-based mortar of a thickness of 3 mm, 6 mm, or 10 mm. Single-lap shear tests (SLSTs) were carried out on specimens with and without a mortar interlayer. The reference specimens without a mineral interlayer carried higher loads than the specimens with an interlayer. An increase in the interlayer thickness reduced the shear bond strength. The stiffness of the bond under shear of the tested systems was unaffected by the presence of the mineral interlayer. The mechanical properties of the applied mortars influenced the observed failure modes. The tested SRPU system demonstrated notable efficiency in monotonic testing, outperforming previously reported results. [ABSTRACT FROM AUTHOR]
Copyright of Materials (1996-1944) is the property of MDPI 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.)
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  Data: Steel-Reinforced Polyurethane with Mineral Interlayer for Masonry Protection: Laboratory Tests.
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  Data: <searchLink fieldCode="AR" term="%22Hojdys%2C+Łukasz%22">Hojdys, Łukasz</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> lukasz.hojdys@pk.edu.pl</i><br /><searchLink fieldCode="AR" term="%22Krajewski%2C+Piotr%22">Krajewski, Piotr</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Kwiecień%2C+Arkadiusz%22">Kwiecień, Arkadiusz</searchLink><relatesTo>2</relatesTo> (AUTHOR)<i> ak@flexandrobust.com</i>
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  Data: <searchLink fieldCode="DE" term="%22Masonry+testing%22">Masonry testing</searchLink><br /><searchLink fieldCode="DE" term="%22Failure+mode+%26+effects+analysis%22">Failure mode & effects analysis</searchLink><br /><searchLink fieldCode="DE" term="%22Bond+strengths%22">Bond strengths</searchLink><br /><searchLink fieldCode="DE" term="%22Design+protection%22">Design protection</searchLink><br /><searchLink fieldCode="DE" term="%22Shear+strength%22">Shear strength</searchLink><br /><searchLink fieldCode="DE" term="%22Mortar%22">Mortar</searchLink>
– Name: Abstract
  Label: Abstract
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  Data: This paper presents the results of an experimental investigation on a steel-reinforced polyurethane (SRPU) composite system with a mineral interlayer, designed for the protection of existing structures. The composite SRPU was reinforced with unidirectional steel textile embedded in polyurethane matrix PS. In the study, SRPU was applied to a brick substrate via a layer of lime- or cement-based mortar of a thickness of 3 mm, 6 mm, or 10 mm. Single-lap shear tests (SLSTs) were carried out on specimens with and without a mortar interlayer. The reference specimens without a mineral interlayer carried higher loads than the specimens with an interlayer. An increase in the interlayer thickness reduced the shear bond strength. The stiffness of the bond under shear of the tested systems was unaffected by the presence of the mineral interlayer. The mechanical properties of the applied mortars influenced the observed failure modes. The tested SRPU system demonstrated notable efficiency in monotonic testing, outperforming previously reported results. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Materials (1996-1944) is the property of MDPI 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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RecordInfo BibRecord:
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    Identifiers:
      – Type: doi
        Value: 10.3390/ma18030503
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      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 17
        StartPage: 503
    Subjects:
      – SubjectFull: Masonry testing
        Type: general
      – SubjectFull: Failure mode & effects analysis
        Type: general
      – SubjectFull: Bond strengths
        Type: general
      – SubjectFull: Design protection
        Type: general
      – SubjectFull: Shear strength
        Type: general
      – SubjectFull: Mortar
        Type: general
    Titles:
      – TitleFull: Steel-Reinforced Polyurethane with Mineral Interlayer for Masonry Protection: Laboratory Tests.
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            NameFull: Hojdys, Łukasz
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            NameFull: Krajewski, Piotr
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            NameFull: Kwiecień, Arkadiusz
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            – D: 01
              M: 02
              Text: Feb2025
              Type: published
              Y: 2025
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              Value: 18
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              Value: 3
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            – TitleFull: Materials (1996-1944)
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