Shrinkage Warping of Reinforced Concrete Beams

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School of Civil Engineering, University of New South Wales, 1970 - Concrete beams - 74 pages

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30
Section 2
Section 3

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American Concrete Institute analysis of variance Branson's empirical equations BRANSON'S EQ Branson's equations CALIFORNIA CALIFORNIA CALIFORNIA OF UNIVERSITY CALIFORNIA SAN DIEGO CALIFORNIA THE UNIVERSITY concrete shrinkage concrete stresses creep and shrinkage data points DIEGO CALIFORNIA SAN DIEGO CALIFORNIA UNIVERSITY DIEGO OF LIBRARIES DIEGO SAN DIEGO DIEGO THE LIBRARIES doubly reinforced beams DOUBLY REINFORCED SECTIONS elastic modulus factor Factorial Experiment LIBRARIES CALIFORNIA LIBRARIES LIBRARIES LIBRARIES SAN DIEGO LIBRARIES THE SAN LIBRARIES UNIVERSITY long term curvature mean-squares value number of points obtained ORNIA Q₂ ratio regression analysis reinforced concrete beams SAN DIEGO CALIFORNIA SAN DIEGO LIBRARIES SAN DIEGO SAN SAN DIEGO UNIVERSITY scatter diagram shrinkage deflections shrinkage warping process simplified equation singly and doubly singly reinforced beams South Wales steel forces tensile stresses tension steel test data Total number UNIV UNIVERSITY LIBRARIES UNIVERSITY OF CALIFOR UNIVERSITY SAN DIEGO UNIVERSITY THE UNIVERSITY UNIVERSITY UNIVERSITY Washa and Fluck zero

Bibliographic information

TitleShrinkage Warping of Reinforced Concrete Beams
Volume 57 of UNICIV report
AuthorsT. W. Leong, Robert F. Warner
ContributorUniversity of New South Wales. School of Civil Engineering
PublisherSchool of Civil Engineering, University of New South Wales, 1970
Original fromthe University of California
DigitizedMar 11, 2011
Length74 pages
  
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