Splice length of prestressing strand in field-cast ultra-high performance concrete connections, TechBrief

Graybeal, Benjamin A.; Turner-Fairbank Highway Research Center

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Splice length of prestressing strand in field-cast ultra-high performance concrete connections, TechBrief

2014-02-02
By Graybeal, Benjamin A.

[PDF-1.17 MB]

English

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Details:

Creators:

Graybeal, Benjamin A.
Corporate Creators:

Turner-Fairbank Highway Research Center
Corporate Contributors:

United States. Federal Highway Administration. Office of Research, Development, and Technology
Subject/TRT Terms:

[+]

Cables Reinforcing Steel Splicing Steel Wire Structural Connection Ultra High Performance Concrete Wire
Publication/ Report Number:

FHWA-HRT-14-041;HRDI-40/02-14(250)E
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration. Office of Research, Development, and Technology
Abstract:

The objective of this research was to determine the lap splice length of untensioned prestressing strand in field-cast ultrahigh performance concrete (UHPC). This document is a technical summary of the Federal Highway Administration report, Splice Length of Prestressing

Strands in Field-Cast UHPC Connections (FHWA-HRT-14-047), available through the National Technical Information Service at www.ntis.gov.
Format:

PDF
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:16ceda955f2bcdc8bc4423b7e58da678aa9b9e8fca49f323b1d80da7ced86a14
Download URL:

https://rosap.ntl.bts.gov/view/dot/35815/dot_35815_DS1.pdf
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No Additional Files

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Splice length of prestressing strand in field-cast ultra-high performance concrete connections, TechBrief

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