File:The elastic properties of concrete under bi-axial loading (1912) (14779243374).jpg

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Identifier: elasticpropertie00mill (find matches)
Title: The elastic properties of concrete under bi-axial loading
Year: 1912 (1910s)
Authors: Millard, Floyd Hays
Subjects: Concrete Theses
Publisher:
Contributing Library: University of Illinois Urbana-Champaign
Digitizing Sponsor: University of Illinois Urbana-Champaign

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ra gau^e-lines which 7:ere placed on2072 were placed on 207c to determine the distribution ofdeformation. Failure occurred at a load of 127500-lb., or 1960lb. per sq.in., by crushing at the top and diagonally acrossthe vertical arm. Tlie oracles on one side extended well into thecross Then the specimen was further deformed and reached intothe horizontal arms. See Pig. 24 on page 89. The distributionof deformation over the cross is shown in Pig. 25 and 26, pages90 and 91. 15. Stress-Deforraation Relations of Com-oression S-oecimens.-The stress-deformation diagrams are foiii-.d at the back of thethesis. A curve is plotted for each gauge-line observed. Theaverage load is the average of the load at the beginning of theseries of observations and the load at the end of the series.This average load was divided by the actual area of the arm andused as the unit stress for the series. The stresses are notfar from the mean at any time during a series of observations,rarely over 10 lb. per sq.in.
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89

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https://www.flickr.com/photos/internetarchivebookimages/14779243374/

Author Millard, Floyd Hays
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Flickr tags
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  • bookid:elasticpropertie00mill
  • bookyear:1912
  • bookdecade:1910
  • bookcentury:1900
  • bookauthor:Millard__Floyd_Hays
  • booksubject:Concrete
  • booksubject:Theses
  • bookcontributor:University_of_Illinois_Urbana_Champaign
  • booksponsor:University_of_Illinois_Urbana_Champaign
  • bookleafnumber:179
  • bookcollection:university_of_illinois_urbana-champaign
  • bookcollection:americana
Flickr posted date
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30 July 2014


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