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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格式: | Article |
語言: | English |
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2014
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在線閱讀: | https://hdl.handle.net/10356/105799 http://hdl.handle.net/10220/20903 http://dx.doi.org/10.1680/macr.14.00024 |
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