- -

Assessment of transmission length of prestressing strands according to fib Model Code 2010

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

Assessment of transmission length of prestressing strands according to fib Model Code 2010

Show full item record

Dang, CN.; Hale, WM.; Martí Vargas, JR. (2017). Assessment of transmission length of prestressing strands according to fib Model Code 2010. Engineering Structures. 147:425-433. doi:10.1016/j.engstruct.2017.06.019

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/107441

Files in this item

Item Metadata

Title: Assessment of transmission length of prestressing strands according to fib Model Code 2010
Author:
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Issued date:
Abstract:
[EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges. Transmission length is a significant parameter in the design of pretensioned concrete members. This study provides a ...[+]
Subjects: Pretensioned concrete , Transmission length , Transfer length , Strand draw-in , 18-mm strand , High-strength concrete
Copyrigths: Cerrado
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2017.06.019
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.engstruct.2017.06.019
Thanks:
This research is supported by the University of Arkansas at Fayetteville and the Ton Duc Thang University. The authors would like to thank Insteel Industries Inc. for providing the prestressing strands for this research. ...[+]
Type: Artículo

This item appears in the following Collection(s)

Show full item record