Hochschulschrift
Investigations of the Loadbearing Behaviour of Timber Bending Beams Reinforced Using Prestressed CFRP-Lamellas
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Extent
-
Online-Ressource
- Language
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Englisch
- Notes
-
Weimar, Bauhaus-Universität Weimar, Dissertation, 2015
- Classification
-
Ingenieurwissenschaften und Maschinenbau
- Keyword
-
Holzbau
Sanierung
Kohlenstofffaserverstärkter Kunststoff
Verbund
Vorspannung
- Event
-
Veröffentlichung
- (where)
-
Weimar
- (who)
-
Professur Holz- und Mauerwerksbau
- (when)
-
2015
- Creator
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Lehmann, Martin
- Contributor
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Rautenstrauch, Karl
Navi, Parviz
Kuilen, Jan-Willem van de
- URN
-
urn:nbn:de:gbv:wim2-20150916-24566
- Rights
-
Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
25.03.2025, 1:50 PM CET
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Object type
- Hochschulschrift
Associated
- Lehmann, Martin
- Rautenstrauch, Karl
- Navi, Parviz
- Kuilen, Jan-Willem van de
- Professur Holz- und Mauerwerksbau
Time of origin
- 2015
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Bending of unidirectional reinforced thermoplastics
Armerat trä : Reinforced timber
Bending tests on glued laminated timber beams with well-known material properties : test report
Structural behavior of glued laminated timber beams with unreinforced and reinforced notches
Discrete crack model of Borcz for calculating the deflections of bending reinforced concrete beam
Three-Point Bending Test on Beam: The cross-sections of a beam subjected to bending remain always plane
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete
Flexural and long-term behavior of CFRP-strengthened reinforced concrete beams
Bending resistance and deformation capacity of fibre reinforced glulam beams
Bending of unidirectional reinforced thermoplastics
Armerat trä : Reinforced timber
Bending tests on glued laminated timber beams with well-known material properties : test report
Structural behavior of glued laminated timber beams with unreinforced and reinforced notches
Discrete crack model of Borcz for calculating the deflections of bending reinforced concrete beam
Three-Point Bending Test on Beam: The cross-sections of a beam subjected to bending remain always plane
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete
Flexural and long-term behavior of CFRP-strengthened reinforced concrete beams
Bending resistance and deformation capacity of fibre reinforced glulam beams
Bending of unidirectional reinforced thermoplastics
Armerat trä : Reinforced timber
Bending tests on glued laminated timber beams with well-known material properties : test report
Structural behavior of glued laminated timber beams with unreinforced and reinforced notches
Discrete crack model of Borcz for calculating the deflections of bending reinforced concrete beam
Three-Point Bending Test on Beam: The cross-sections of a beam subjected to bending remain always plane
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips