Author : Mohamed E. Awad
Publisher :
Page : 24 pages
File Size : 25,92 MB
Release : 1971
Category : Concrete
ISBN :
[PDF] On The Tension And Compression Testing Of Plain Concrete eBook
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Flexural Strength of Plain Concrete
Author : Duff Andrew Abrams
Publisher :
Page : 40 pages
File Size : 29,26 MB
Release : 1922
Category : Concrete
ISBN :
Constant-amplitude Tests on Plain Concrete in Unaxial Tension and Tension-compression
Author : H. A. W. Cornelissen
Publisher :
Page : 0 pages
File Size : 13,28 MB
Release : 1984
Category :
ISBN :
Review of Methods of Testing the Tensile Strength of Concrete
Author : Yogesh Trikamlal Vani
Publisher :
Page : 164 pages
File Size : 18,4 MB
Release : 1963
Category : Concrete
ISBN :
On the Compression Failure of Plain Concrete
Author : Joseph Glucklich
Publisher :
Page : 54 pages
File Size : 13,1 MB
Release : 1962
Category : Concrete
ISBN :
An Introduction to the Making and Testing of Plain Concrete
Author : George Earl Troxell
Publisher : Stanford University Press
Page : 164 pages
File Size : 40,65 MB
Release : 1938
Category : Concrete
ISBN :
Constant Amplitude Tests on Plain Concrete in Uniaxial Tension and Tension Compression
Author : H. A. W. Cornelissen
Publisher :
Page : 79 pages
File Size : 13,82 MB
Release : 1984
Category : Concrete
ISBN :
The Effect of the Time of Mixing and the Percentage of Water on the Tensile and Compressive Strength of Plain Concrete
Author : Ellis Pitt Abbott
Publisher :
Page : 120 pages
File Size : 18,63 MB
Release : 1908
Category :
ISBN :
Behavior of Plain Concrete Under Various High Triaxial Compression Loading Conditions
Author : James Chinn
Publisher :
Page : 160 pages
File Size : 11,92 MB
Release : 1965
Category : Axial loads
ISBN :
Triaxial compression tests were performed on 6-inch by 12-inch concrete cylinders. Axial pressures of up to 177,000 psi and lateral pressures of up to 75,000 psi were applied in the triaxial testing machine of the Bureau of Reclamation, Denver. Concrete mixes with average compressive strengths of 5,200 psi, 8,100 psi, and 8,700 psi were tested under four different types of triaxial compression. Type I and Type IV tests were run until the axial stress dropped or until 2 inches of axial deformation were produced. The results of the Type I and Type IV loadings differed little. Considerable bulging occurred, and it appeared that the average normal stress at midheight remained nearly constant during bulging and represented an approximate yield stress. Type II tests were run until the lateral stress had an effect. No drop-off of load occurred in the Type III tests, but the unconfined compressive strength of the concrete cylinders was decreased. The results obtained are in good agreement with those of previous investigators, but much higher stresses were attained in the present tests than in any previous tests. (Author).
The Behavior of Plain Concrete Subject to Biaxial Stress
Author : Mohammed Ebrahim Tasuji
Publisher :
Page : 252 pages
File Size : 34,41 MB
Release : 1976
Category : Concrete
ISBN :