The influence of specimen size on the compression stress block parameters of reinforced concrete

The stress-strain distribution in flexural compression has been at the forefront of investigation ever since the 20th century. The original formulation of the flexural stress-strain distribution and the subsequent development of the stress block parameters, were based on specimens with a 127 x 203 m...

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Bibliographic Details
Main Author: Van Schalkwyk, Francois
Other Authors: Kearsley, Elsabe P.
Published: University of Pretoria 2017
Subjects:
Online Access:http://hdl.handle.net/2263/62799
Van Schalkwyk, F 2017, The influence of specimen size on the compression stress block parameters of reinforced concrete, MEng Dissertation, University of Pretoria, Pretoria, viewed yymmdd <http://hdl.handle.net/2263/62799>