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Title:Investigation of reinforced concrete beams failing in shear
Author(s):Hognestad, Eivind; Elstner, Richard C.
Subject(s):Concrete Beams
Shear
Abstract:This report presents the methods and results of an experimental and analytical 1mestigat1on undertaken in order to throw new light on the behavior and strength of reinforced concrete beams failing in shear. A total of 61 beam specimens were tested, 33 of which were 15-in. deep restrained beams, 14 were 24-in. deep restrained beams, and 14 were 24-in. deep simple beams. SiXty of these beams failed in shear. The ma.Jor test variables were: type and depth of beam, concrete quality• amount of longitudinal reinforcement, and e.rnoUl'lt and inclination of web reinforcement. E~tione involving these variables were developed, by means of which the strength of the beams~ be predicted. A qualitative hypothesis of beatn action after the formation of diagonal cracks was established, with the aid of which the various ob served phenomena of beam action may be explained.
Issue Date:1951-10
Publisher:Department of Theoretical and Applied Mechanics. College of Engineering. University of Illinois at Urbana-Champaign
Series/Report:TAM R 43
1967-0340
Genre:Technical Report
Type:Text
Language:English
URI:http://hdl.handle.net/2142/112151
ISSN:0073-5264
Sponsor:The Reinforced Concrete Research Council; The Bureau of Public Roads; U.S. Department of Commerce
Rights Information:Copyright 1951 Board of Trustees of the University of Illinois
Date Available in IDEALS:2021-11-04


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  • Technical Reports - Theoretical and Applied Mechanics (TAM)
    TAM technical reports include manuscripts intended for publication, theses judged to have general interest, notes prepared for short courses, symposia compiled from outstanding undergraduate projects, and reports prepared for research-sponsoring agencies.

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