File:The elastic properties of concrete under bi-axial loading (1912) (14779327304).jpg

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English:

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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tion curve,at the highest load, and outside the lines of the intersectingprism is 0,13 of the area inside the lines of the compressionspecimen and under the distribution curve.; Prom this distribu-tion of deformation it would seem that the deformation whichwould occur on the cross if the specimen were tested as a simplebeam would be 1.00 - 0.145 or 0.855 of the deformation on thearm of the test piece. This value agrees well Yrlth the one foundfor the effect of enlarged section in the compression specimens. Individual stress-deformation diagrams for each gauge-linem.ay be found among the curves in the bade of the boolc. Unitdeformation is plotted as the abscissa and load on the specimenas the ordinate. The curves of average deformation for botharm and cross are plotted for each beam. In these curves theaverage measored deformation is plotted as the abscissa and thecomputed fiber stress, obtained as explained in 20. Comparisonof Measured and Computed Results, is plotted as the ordinate.
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200I 16 oo MOO 1200 iCOO ^ tBoo i:jsoo ^

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https://www.flickr.com/photos/internetarchivebookimages/14779327304/

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:265
  • bookcollection:university_of_illinois_urbana-champaign
  • bookcollection:americana
Flickr posted date
InfoField
30 July 2014


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