Please use this identifier to cite or link to this item:
|Title:||A new method for microcrack evaluation in concrete under compression||Authors:||Loo, Y.H.||Issue Date:||Dec-1992||Citation:||Loo, Y.H. (1992-12). A new method for microcrack evaluation in concrete under compression. Materials and Structures 25 (10) : 573-578. ScholarBank@NUS Repository. https://doi.org/10.1007/BF02472225||Abstract:||A method based on measurements of axial and transverse strains was developed for evaluation of the extent of microcracking in prismatic concrete specimens under uniaxial compression. The increase in the area of crack per unit cross-sectional area, which has the units of strain, was estimated from the transverse and axial strain measurements using a simple formula which involves the elastic Poisson's ratio, determined a priori from the strain data. © 1992 RILEM.||Source Title:||Materials and Structures||URI:||http://scholarbank.nus.edu.sg/handle/10635/54526||ISSN:||00255432||DOI:||10.1007/BF02472225|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Jul 21, 2019
WEB OF SCIENCETM
checked on Jul 13, 2019
checked on May 24, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.