Behavior of statically loaded pretensioned concrete beams with 0.5-inch diameter debonded strands /

Bibliographic Details
Main Author:	Zumbrunnen, Leslie G.
Corporate Authors:	Texas. Department of Transportation, University of Texas at Austin. Center for Transportation Research
Other Authors:	Russell, Bruce W., Burns, N. H. (Ned Hamilton), 1932-
Format:	Book
Language:	English
Published:	Austin : [Springfield, Va.] : Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin ; [Available through the National Technical Information Service], [1992]
Series:	Research report (Austin, Tex.) ; no. 1210-4.
Subjects:	Concrete beams > Testing. Concrete bridges > Testing. Bridges > Foundations and piers > Testing.

Description
Item Description:	In cooperation with the Federal Highway Administration and the Texas Dept. of Transportation. "January 1992." "Research project 3-5-89/2-1210." Research study title: Influence of debonding of strands on behavior of composite prestressed concrete bridge girders.
Physical Description:	xv, 110 pages : illustrations ; 28 cm.
Bibliography:	Includes bibliographical references (pages 109-110).