Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip
It is shown [1] that even though the production of precast pre-tensioned concrete elements started more than 50 years ago, no one has ever succeeded in determining the real transmission length or in obtaining adequate measures to control it, due to the quality of the production. These arrears are co...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Lublin University of Technology
2013-03-01
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| Series: | Budownictwo i Architektura |
| Subjects: | |
| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/2189 |
| _version_ | 1797285037005078528 |
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| author | Victor Tur Stanisław Fic |
| author_facet | Victor Tur Stanisław Fic |
| author_sort | Victor Tur |
| collection | DOAJ |
| description | It is shown [1] that even though the production of precast pre-tensioned concrete elements started more than 50 years ago, no one has ever succeeded in determining the real transmission length or in obtaining adequate measures to control it, due to the quality of the production. These arrears are confirmed by the study of existing standards.
In general, it is assumed that the measurement of the magnitude of the slippage of strand at the end of hollow core prestressed slab is an indirect method of estimation and control of the value of the transmission length. One should mention that EN1168 and EN13369 that regulate requirements of designing and production of hollow-core slabs are applied as the method of control. Based on a particular bond-slip relation for strands, a non-linear equation is developed for the transmission length and for the slippage of prestressed strand, taking into account such factors as the concrete strength at transfer, the degree of the initial prestress type and diameter of tendons. These equations have been used for the control of transmission length of the strands calculated by different methods available recently, including a code provision. Then they were compared to measured data, obtained in production control of the hollow-core slabs. |
| first_indexed | 2024-03-07T17:56:24Z |
| format | Article |
| id | doaj.art-09ee6b7280a743a8b0fc061b07fd93c5 |
| institution | Directory Open Access Journal |
| issn | 1899-0665 2544-3275 |
| language | English |
| last_indexed | 2024-03-07T17:56:24Z |
| publishDate | 2013-03-01 |
| publisher | Lublin University of Technology |
| record_format | Article |
| series | Budownictwo i Architektura |
| spelling | doaj.art-09ee6b7280a743a8b0fc061b07fd93c52024-03-02T11:57:13ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752013-03-0112110.35784/bud-arch.2189Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slipVictor Tur0Stanisław Fic1Department of Concrete Technologies, Faculty of Civil Engineering, Brest State Technical UniversityDepartment of General Building Engineering, Faculty of Civil Engineering and Architecture, Lublin University of TechnologyIt is shown [1] that even though the production of precast pre-tensioned concrete elements started more than 50 years ago, no one has ever succeeded in determining the real transmission length or in obtaining adequate measures to control it, due to the quality of the production. These arrears are confirmed by the study of existing standards. In general, it is assumed that the measurement of the magnitude of the slippage of strand at the end of hollow core prestressed slab is an indirect method of estimation and control of the value of the transmission length. One should mention that EN1168 and EN13369 that regulate requirements of designing and production of hollow-core slabs are applied as the method of control. Based on a particular bond-slip relation for strands, a non-linear equation is developed for the transmission length and for the slippage of prestressed strand, taking into account such factors as the concrete strength at transfer, the degree of the initial prestress type and diameter of tendons. These equations have been used for the control of transmission length of the strands calculated by different methods available recently, including a code provision. Then they were compared to measured data, obtained in production control of the hollow-core slabs.https://ph.pollub.pl/index.php/bia/article/view/2189Hollow-core slabstransmission lengthslippagestrand |
| spellingShingle | Victor Tur Stanisław Fic Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip Budownictwo i Architektura Hollow-core slabs transmission length slippage strand |
| title | Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip |
| title_full | Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip |
| title_fullStr | Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip |
| title_full_unstemmed | Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip |
| title_short | Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip |
| title_sort | control of the transmission length in the prestressed hollow core slabs using values of the strand end slip |
| topic | Hollow-core slabs transmission length slippage strand |
| url | https://ph.pollub.pl/index.php/bia/article/view/2189 |
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