Effect of Maximum Aggregate Size on the Shear Strength of Geometrically Scaled Reinforced Concrete Beams

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By Derek R. Daluga1, Santiago Pujol1

Purdue University

Dataset that supplements D.R. Deluga's disertation

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Version 1.0 - published on 15 Sep 2017 doi:10.4231/R7319T25 - cite this Archived on 20 Oct 2017

Licensed under Attribution-NonCommercial-ShareAlike 3.0 Unported

12_in_beams_diagrams-00.jpg 12_in_beams_diagrams-01.jpg 12_in_beams_diagrams-02.jpg 48_in_beams_diagrams-00.jpg

Description

Shear strength of reinforced concrete beams without web reinforcement has been reported to decrease with increases in depth. This is often referred to as a size effect. This reduction in shear strength has been reported to decrease with the use of web reinforcement and increases in maximum aggregate size. The purpose of this study was to test two hypotheses 1) shear strength increases with increases in maximum aggregate size and 2) aggregate gradation affects this increase in shear strength. Maximum aggregate size is defined here as the size of the smallest sieve opening through which all aggregate particles pass. The proposed hypotheses were tested against results from ten simply-supported 12 in. deep beams, two simply-supported 48 in. deep beams and previous test results (Taylor 1972, Chana 1981, Murray 2010, McCain 2012). All beams tested in this study had the same length, effective depth, width, concrete cover, and longitudinal reinforcement size and spacing. The variables controlled in the experiments and described in this report were maximum aggregate size and gradation. Maximum aggregate size varied from 3/8 to 1 in.

A database was compiled using results presented here and previous results (Taylor 1972, Chana 1981, Murray 2010, McCain 2012) to evaluate the proposed hypotheses. The test results studied supported the first hypothesis. In two out of two groups of tests of comparable beams in which the only nominal difference was maximum aggregate size, an increase in maximum aggregate size led to an increase in shear strength. The second hypothesis was not supported by the test results studied . For the same maximum aggregate size, the unit shear strength was not observed to change with in the range of tested aggregate gradations.

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This dataset was compiled between 2015-05-13 and 2015-06-05 by Derek Daluga and originally created in the datacenterhub. Its original location is at https://datacenterhub.org/resources/371. This dataset was imported to PURR for This dataset was imported to PURR for preservation and long-term access in summer 2017.

The Purdue University Research Repository (PURR) is a university core research facility provided by the Purdue University Libraries, the Office of the Executive Vice President for Research and Partnerships, and Information Technology at Purdue (ITaP).