Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip
Victor Tur
Department of Concrete Technologies; Faculty of Civil Engineering; Brest State Technical University (Belarus)
Stanisław Fic
Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0002-3182-9060
Abstract
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.
Keywords:
Hollow-core slabs, transmission length, slippage, strandReferences
Bruggeling A.S.G. Transmission of prestress by bond/ Internal Report of TG9.4 to Commission.– 2000 – 37 p.
DOI: https://doi.org/10.59238/j.pt.2000.01.008
Google Scholar
EN 1168:2006 – Precast Concrete Products – Hollow Core Slabs.
Google Scholar
PCI Manual for the design of Hollow Core Slabs/ Second Edition, PCI, Chicago, 1988 – 120 p.
Google Scholar
Oh B.H., Kim E.S., Kim S.K. Correct Prediction of Transfer Length in Pretensioned Prestressed Concrete Structures// Transactions, SMIRT16, Washington, DC, August 2001, Paper # 1545.– p. 1–8.
Google Scholar
СТБ 1383. Плиты покрытий и перекрытий железобетонные для зданий и сооружений. Технические условия.
Google Scholar
EN 13369 – Common rules for precast concrete products.
Google Scholar
Gyon (1951) // Béton Précontraint, Paris, 1951.
Google Scholar
Lopez M.R., Carmo N.F. Bond of prestressed strands to concrete: transfer rate and relationship between transmission length and tendon slippage / Structural Concrete.– 2002, N 3 – p. 117–126.
DOI: https://doi.org/10.1680/stco.2002.3.3.117
Google Scholar
Model Code 2010. Fib bulletin 55. 2011
Google Scholar
Bruggeling. The transmission length of pretensioning prestressed steel. Proceeding Tenth International Congress of FIP, part 4, NewDelhi, India, 1986, page 117/127.
Google Scholar
ACI Manual 318R–86 art. 12.9 – Interim, 1990 – USA – 278 p.
Google Scholar
Bruggeling. Manual "Theorie en Praktijk van het vo orgespannen beton", 2 volumes 10050 p.– t. Koggeschip.
Google Scholar
EN 1992–1–1. General Rules and Rules for Buildings: Section Four, art. 4.10. 9. NEN6720–1991. NNI Netherlands, art. 9.7, page 203.
Google Scholar
AASHTO. American Association of State Highway and Transportation Officials/ Standard Specification for Highway Bridges.– 16th Edition, Washington D.C., 1996 – art. 9.28.
Google Scholar
British Standard BS8110: Part 1: 1997, Section Four, art. 4.10.
Google Scholar
NEN 6720
Google Scholar
PN–84/B–03264, art. 8.2.3.
Google Scholar
СНБ 5.03.01. Бетонные и железобетонные конструкции.
Google Scholar
D.R. Rose, B.W. Russel. Investigation of Standardized Tests to Measure the Bond Perfomance of Prestressing Strand// PCI Journal.– Jily–August, 1997.– P. 56–62.
DOI: https://doi.org/10.15554/pcij.07011997.56.80
Google Scholar
Authors
Victor TurDepartment of Concrete Technologies; Faculty of Civil Engineering; Brest State Technical University Belarus
Authors
Stanisław FicDepartment of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0002-3182-9060
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