Concrete Failure Modeling Based on Micromechanical Approach Subjected to Static Loading
In this paper, a micromechanical model based on the Mori-Tanaka method and the spring-layer model is developed to study the stress-strain behavior of concrete. The concrete is modeled as a two-phase composite. And the failure of concrete is categorized as mortar failure and interface failure. The re...
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| Format: | Article |
| Language: | English |
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Institute for Research and Public Services
2010-02-01
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| Series: | IPTEK: The Journal for Technology and Science |
| Subjects: | |
| Online Access: | http://iptek.its.ac.id/index.php/jts/article/view/22/20 |