A micromechanical model for concrete under static loading

A micromechanical model is developed to describe the stress–strain behaviours of concrete under uniaxial compression. Two kinds of defects are considered, namely microcracks around the mortar–coarse aggregate interface or the interfacial transition zone and aligned coalesced cracks in the concrete....

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Bibliographic Details
Main Authors: Liu, Yu, Teng, Susanto, Li, Qingliu
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2014
Subjects:
Online Access:https://hdl.handle.net/10356/105799
http://hdl.handle.net/10220/20903
http://dx.doi.org/10.1680/macr.14.00024