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Structural behavior of a 2nd generation UHPC pi-girder / [Ben Graybeal].

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Format:
Book
Government document
Author/Creator:
Graybeal, Benjamin A.
Contributor:
Turner-Fairbank Highway Research Center
Series:
Techbrief
Language:
English
Subjects (All):
Concrete beams--Testing.
Concrete beams.
High strength concrete--Testing.
High strength concrete.
Structural analysis (Engineering).
structural analysis.
Physical Description:
1 online resource (4 pages) : illustrations (some color).
Place of Publication:
McLean, VA : U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, [2009]
Summary:
This TechBrief highlights the results of a research program that evaluated a 2nd generation ultra high performance concrete (UHPC) pi girder cross section developed for use in short- and medium span highway bridge applications. UHPC is an advanced cementitious composite material which has been developed in recent decades. Compared to more conventional concrete materials, UHPC tends to exhibit superior properties such as exceptional durability, high compressive strength, usable tensile strength, and long term stability.
Notes:
Title from title screen (viewed on May 9, 2011).
"October 2009."
Includes bibliographical references (pages 3-4).
"FHWA publication no. ... FHWA-HRT-09-069."
"HRDI-06/10-09(100)E."
Other Format:
Print version: Graybeal, Benjamin A. Structural behavior of a 2nd generation UHPC pi-girder
OCLC:
721330023

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