File:The elastic properties of concrete under bi-axial loading (1912) (14778219521).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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ign of a simple beam. 2> ScQ-oe of Investi.^mtion.~ The points 77hich are to be studiedin this investigation are (1) The ultimate unit deformation and the apparent initialmodulus of elasticity of concrete stressed in twodirections perpendicular to each other, and therelation of these values to the elastic propertiesof concrete stressed in one direction, (2) The safe worl^ing stress and the ultimate strengthof concrete stressed in tTro directions and the relationof these values to the worlcir:g stress and ultimatestrength of concrete stressed in one direction. In this preliminary study, the effect of two compressivestresses at right angles and the effect of two bendir^ stressesat right angles are the branches of compound stress talcen up.The case of two equal compressive stresses and the case of twocompressive stresses with one stress half as great as the otherhave been investigated and the results have been compared withthe results of one compressive stress applied to the sane form
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14 Of test piece. The case of Uvo equal liendliio stre-jces at ri£;htangles vras studied and t.he results of tests corapared -.Tith theresults of tests of compression specimens. Combinations of two compresGive stresses other than thetwo special cases reported here, combinations of compressionand shear, or of more than tv;o stresses combined, offer a broadand fruitful field of investigation Thich, it is hoped, someonewill explore in the near future. Z. Aclvnov:led.f:ement.-These tests were made in the Laboratoryof Applied Ilechanics of the University of Illinois as a partof the research work of the University of Illinois ErigineeringExperiment Station, The worlc was in. charge of Prof. A. N. Talbotwho gave many helpful criticisms and interpretations of theresults, t;. a. Slater, Pirst Assistant in the rJngineeringExperiment Station.assisted in conducting the tests. Immediatesupervision of malcir^ the forms and test specimens was givenby D. A. Abraiiis, Associate in the Engineeririg Ex

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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:29
  • bookcollection:university_of_illinois_urbana-champaign
  • bookcollection:americana
Flickr posted date
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30 July 2014


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