Please use this identifier to cite or link to this item: https://doi.org/10.1007/BF02472225
Title: A new method for microcrack evaluation in concrete under compression
Authors: Loo, Y.H. 
Issue Date: Dec-1992
Source: 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

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