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Arabian Journal for Science and Engineering
Erschienen in: Arabian Journal for Science and Engineering 5/2020

26.09.2019 | Research Article - Civil Engineering

Transfer Length of Fully Bonded and Partially Bonded Prestressing Strands by Finite Element Method

verfasst von: Mehmet M. Kose, Hakan Erkek

Erschienen in: Arabian Journal for Science and Engineering | Ausgabe 5/2020

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Abstract

The objective of this study is to determine the transfer length of fully bonded and partially bonded prestressing strands in pretensioned I-shaped concrete beams by using 3D nonlinear finite element method. Location, bonding condition and percentage of debonding of prestressing strands, dimensions of prestressed concrete beam and material properties were obtained from an experimental study performed at Texas Tech University, and 3D nonlinear FE model was created based on these parameters. SOLID65, SOLID45, LINK8 and CONTA174 finite elements in ANSYS software were used to model short-term and long-term transfer lengths of prestressed concrete beams. Results showed that 3D nonlinear FE model captured actual strain behavior obtained experimentally. Also, transfer lengths obtained by 3D nonlinear FE model were very close to transfer lengths obtained by experimental study compared to current codes and proposed equations.
Vorheriger Artikel Size and Shape Optimization of Truss Structures with Natural Frequency Constraints Using Modified Simulated Annealing Algorithm
Nächster Artikel A Comparative Study of Mesh-Free Radial Point Interpolation Method and Moving Least Squares Method-Based Error Estimation in Elastic Finite Element Analysis

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Metadaten
Titel
Transfer Length of Fully Bonded and Partially Bonded Prestressing Strands by Finite Element Method
verfasst von
Mehmet M. Kose
Hakan Erkek
Publikationsdatum
26.09.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
Arabian Journal for Science and Engineering / Ausgabe 5/2020
Print ISSN: 2193-567X
Elektronische ISSN: 2191-4281
DOI
https://doi.org/10.1007/s13369-019-04141-w

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